<IP_ADDRESS>. Mechanical Stratigraphy Flag From GR
<IP_ADDRESS>. Bradford et al. (1998) for Sand
<IP_ADDRESS>. Horsrud (2001) for Shale
<IP_ADDRESS>. Lacy (1997) for Sand
<IP_ADDRESS>. Static Poisson’s Ratio
<IP_ADDRESS>. Static Bulk and Shear Modulus
<IP_ADDRESS>. Asadi et al. (2016) for Sand
<IP_ADDRESS>. Bradford et al. (1998) for sand
<IP_ADDRESS>. Chang et al. (2006) #3 for Sand
<IP_ADDRESS>. Chang et al. (2006) #6 for Sand
<IP_ADDRESS>. Chang et al. (2006) #7 for Sand
<IP_ADDRESS>. Chang et al. (2006) #8 for Sand
<IP_ADDRESS>. Chang et al. (2006) #11 for Sand
<IP_ADDRESS>. Freyburg (1972) for Sand
<IP_ADDRESS>. Lacy (1997) for Sand
<IP_ADDRESS>. McNally (1987) for Sand
<IP_ADDRESS>. Moos et al. (1999) for Sand
<IP_ADDRESS>. Plumb (1994) for Sand
<IP_ADDRESS>. Vernik et al. (1993) for Sand
<IP_ADDRESS>. Chang et al. (2006) #13 for Shale
<IP_ADDRESS>. Chang et al. (2006) #14 for Shale
<IP_ADDRESS>. Chang et al. (2006) #15 for Shale
<IP_ADDRESS>. Chang et al. (2006) #18 for Shale
<IP_ADDRESS>. Chang et al. (2006) #21 for Shale
<IP_ADDRESS>. Horsrud (2001) from DT for Shale
<IP_ADDRESS>. Horsrud (2001) from Es for Shale
<IP_ADDRESS>. Horsrud (2001) from PHI for Shale
<IP_ADDRESS>. Khaksar et al. (2009) for Shale
<IP_ADDRESS>. Lal (1999) for Shale
<IP_ADDRESS>. Lashkaripour and Dusseault (1993) for Shale
<IP_ADDRESS>. Weingarten and Perkins (1995) for Sand
<IP_ADDRESS>. Lal (1999) for Shale
<IP_ADDRESS>. Cohesion from UCS & IFA
<IP_ADDRESS>. Tensile Strength from UCS
<IP_ADDRESS>. Bellotti for Consolidated Soil
<IP_ADDRESS>. Bellotti for Unconsolidated Soil
<IP_ADDRESS>. Hubbert and Willis (1957)
<IP_ADDRESS>. ESR and Terzaghi Effective Stress
<IP_ADDRESS>. ESR and Biot Coefficient
<IP_ADDRESS>. Poro-Elastic Uniaxial Strain Model
<IP_ADDRESS>. ESR and Terzaghi Effective Stress
<IP_ADDRESS>. ESR and Biot Coefficient
After completing
this module, you will know how to:
·
Work with task frame
·
Create a task from geomechanics
section
·
Work with every single task
All
tasks in the Geomechanics section
follow a Task frame including inputs, parameters, output
and validation message. The validation message appears if inputs have abnormal
data.
Besides,
i2G supports plots view including histogram, cross-plot, and log-plot.
Input
Table 20‑1 Input table of task frame
|
Name |
Symbol |
Type |
Unit |
Group
unit |
Description |
|
A |
A |
Mpsi |
|||
|
E |
E |
||||
|
B |
B |
Optional filter input |
us/ft |
|
|
|
C |
C |
Optional Input |
|
|
|
|
F |
F |
Addable input |
Parameter
Table 20‑2 Parameters table of task frame
|
Name |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
G |
G |
|||||
|
H |
H |
|||||
|
Apply for B = |
F_B |
Parameter of the optional
filter input |
|
|
|
|
|
J |
J |
Optional Input |
|
|
|
|
|
K |
K |
Parameter of addable input |
Output
Table 20‑3 Output table of the task frame
|
Name |
Family |
Symbol |
Unit |
Group unit |
Description |
|
L |
Young's Modulus (Static) |
L |
|||
|
Q |
Q |
Output for addable input |
Validation
Depend on the marker’s requirements of the equation,
i2G will check data input and then show a message if the data is not valid.
Plot Preview
Depend
on the task you calculate, i2G supports histograms and cross-plots preview. You
can adjust the parameter on the plot preview, the parameter will be updated on
parameter form.
Log-plot Result
After running, task shows a log-plot as the template
below:
Table 20‑4 Log-plot templates of task frame
|
Track |
Track type |
Track Name |
Curve |
Shading |
|
1 |
Depth track |
Depth |
||
|
2 |
Zone track |
Zone |
||
|
3 |
Log track |
A |
A |
A-Right |
|
4 |
Log track |
E |
E |
0-E |
|
..... |
Click Geomechanics
tab > Toolbox > Mechanical Stratigraphy Flag from GR
Figure 20‑1 Tool box_Mechanical Stratigraphy Flag From
GR
Input
Table 20‑5 Input of task Tool box_Mechanical Stratigraphy Flag From GR
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Gamma-ray |
GR |
gAPI |
13 |
Gamma-ray log reading in the zone
of interest |
Parameter
Table 20‑6 Parameters of task Tool box_Mechanical Stratigraphy Flag From GR
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Threshold |
T |
13 |
gAPI |
75 |
Output
Table 20‑7 Output of task Tool box_Mechanical Stratigraphy Flag From GR
|
Name |
Family |
Symbol |
Group unit |
Unit |
|
Shale_Flag |
Mechanical Stratigraphy Flag |
F |
unitless |
Equation
If GR>= T then F
=1
If GR < T then F = 0
Click
Geomechanics tab > Elastic Properties Section > Dynamic
Properties. Dynamic Properties task will be opened
Figure 20‑2 Elastic properties_Dynamic properties
Input
Table 20‑8 Input of task Elastic properties_ Dynamic properties
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Bulk Density |
RHOB |
gAPI |
13 |
||
|
Compressional Slowness |
DTC |
us/ft |
1 |
||
|
Shear Slowness |
DTS |
us/ft |
1 |
Output
Table 20‑9 Output of task Elastic properties_Dynamic properties
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Compressional Velocity |
VelC |
VP |
ft/s |
26 |
|
Shear velocity |
VelS |
VS |
ft/s |
26 |
|
Poisson Ratio (Dynamic) |
PR_DYN |
vd |
unitless |
2 |
|
Young's Modulus (Dynamic) |
YM_DYN |
Ed |
Mpsi |
22 |
Equation
vd =
Ed =
Click
Geomechanics tab > Elastic Properties Section > Static
Young’s Modulus > Bradford et al. (1998) for Sand. Bradford et
al. (1998) for Sand task will be opened
Figure 20‑3 Elastic properties_Static Youngs modulus_Brad for delta 1998 for Sand
Input
Table 20‑10 Input of task Elastic properties_Static Youngs modulus_Brad for delta 1998 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Dynamic) |
Ed |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter Input |
unitless |
2 |
Parameter
Table 20‑11 Parameters of task Elastic properties_Static Youngs modulus_Brad for delta 1998 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Default value |
|
Apply for flag = |
F_filter |
param for optional filter
input |
0 |
Output
Table 20‑12 Parameters of task Elastic properties_Static Youngs modulus_Brad for delta 1998 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Young's Modulus (Static) |
YM_STA_Brad |
Es |
Mpsi |
22 |
Equation
Es = 0.0479463∗
Click Geomechanics
tab > Elastic Properties Section > Static Young’s Modulus
> Horsrud (2001) for Shale. Horsrud (2001) for Shale task will
be opened
Figure 20‑4 Elastic properties Static_Young_smodulus_Horsrud
2001 for Shale
Input
Table 20‑13 Input of task Elastic properties Static_Young_smodulus_Horsrud 2001 for Shale
|
Family |
Symbol |
Type |
Unit |
Group
unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter Input |
unitless |
2 |
Parameter
Table 20‑14 Parameters of task Elastic properties Static_Young_smodulus_Horsrud 2001 for Shale
|
Name |
Symbol |
Type |
Group
unit |
Unit |
Default
value |
|
Apply for flag = |
F_filter |
param for optional filter input |
0 |
Output
Table 20‑15 Output of task Elastic properties Static_Young_smodulus_Horsrud 2001 for Shale
|
Family |
Name |
Symbol |
Unit |
Group
unit |
|
Young's Modulus (Static) |
YM_STA_Hors |
Es |
Mpsi |
22 |
Equation
Es = 0.0110229∗
Click Geomechanics
tab > Elastic Properties Section > Static Young’s Modulus
> Lacy (1997) for Sand. Lacy (1997) for Sand task will be
opened
Figure 20‑5 Elastic properties_Static Young_smodulus_Lacy 1997 for Sand
Input
Table 20‑16 Input of task Elastic properties_Static Young_smodulus_Lacy 1997 for Sand
|
Family |
Symbol |
Type |
Unit |
Group
unit |
|
Young's Modulus (Dynamic) |
Ed |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
unitless |
2 |
Parameter
Table 20‑17 Parameters of task Elastic properties_Static Young_smodulus_Lacy 1997 for Sand
|
Name |
Symbol |
Type |
Group
unit |
Unit |
Default
value |
|
Sand with flag = |
Fsand |
2 |
unitless |
0 |
|
|
Shale with flag = |
Fshale |
2 |
unitless |
1 |
Output
Table 20‑18 Output of task Elastic properties_Static Young_smodulus_Lacy 1997 for Sand
|
Family |
Name |
Symbol |
Unit |
Group
unit |
|
Young's Modulus (Static) |
YM_STA_Lacy |
Es |
Mpsi |
22 |
Equation
· If
F= Fsand then:
|
Es = 0.0293∗ + 0.4533∗Ed |
· If
F= Fshale then:
|
Es = 0.0428∗ + 0.2334∗Ed |
Click Geomechanics
tab > Elastic Properties Section > Static Young’s Modulus
> SYM Combiner. SYM Combiner task will be opened
Figure 20‑6 Elastic properties_Static Young_SYM Combiner
Input
Table 20‑19 Input of task Elastic properties_Static Young_SYM Combiner
|
Family |
Symbol |
Type |
Unit |
Group
unit |
|
Young's Modulus (Static) |
Esi |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
optional filter input |
unitless |
2 |
Parameter
Table 20‑20 Parameters of task Elastic properties_Static Young_SYM Combiner
|
Name |
Symbol |
Type |
Group
unit |
Unit |
Default
value |
|
SYM when Flag = 1 |
F_1 |
param for optional filter input |
First curve of the input list |
||
|
SYM when Flag = 0 |
F_0 |
param for optional filter input |
First curve of the input list |
||
|
SYM when Flag = NaN |
F_NaN |
param for optional filter input |
Blank |
||
|
Combine method |
Minimum |
Output
Table 20‑21 Output of task Elastic properties_Static Young_SYM Combiner
|
Family |
Name |
Symbol |
Unit |
Group
unit |
|
Young's Modulus (Static) |
YM_STA_Com |
Es |
Mpsi |
22 |
Equation
·
F
input is available, the calculation must follow rules below:
o If F = 1 then Es = F_1
o If F = 0 then Es = F_0
o If F = NaN then Es = F_NaN
·
F
input is not available, the calculation use combine method including minimum, maximum, average, arithmetic
mean, geometric mean, harmonic mean, median.
Click Geomechanics
tab > Elastic Properties Section > Static Moduli >
Static Poisson’s Ratio. Static Poisson’s Ratio task will be opened
Figure 20‑7 Elastic properties_Static Poissons_Ratio_Function
of Dynamic Poissons Ratio
Input
Table 20‑22 Input of task Elastic properties_Static Poissons_Ratio
|
Family |
Symbol |
Type |
Unit |
Group
unit |
Description |
|
Poisson Ratio (Dynamic) |
vdvd |
unitless |
2 |
Parameter
Table 20‑23 Parameters of task Elastic properties_Static Poissons_Ratio
|
Name |
Symbol |
Type |
Group
unit |
Unit |
Description |
Default
value |
|
PR multiplier |
a |
2 |
unitless |
Constrain between 0 and 1 |
1 |
Output
Table 20‑24 Output of task Elastic properties_Static Poissons_Ratio
|
Family |
Name |
Symbol |
Unit |
Group
unit |
|
Poisson Ratio (Static) |
PR_STA |
vsvs |
unitless |
2 |
Equation
Vs = a∗vd
Click Geomechanics
tab > Elastic Properties Section > Static Moduli >
Static Bulk and Shear Modulus. Static Bulk and Shear Modulus task
will be opened
Figure 20‑8 Elastic properties_Static Bulk and shear
modulus_Youngs_Modulus Static
Input
Table 20‑25 Input of task Elastic properties_Static Bulk and shear modulus
|
Family |
Symbol |
Type |
Unit |
Group
unit |
Description |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
||
|
Poisson Ratio (static) |
vsvs |
unitless |
2 |
Output
Table 20‑26 Output of task Elastic properties_Static Bulk and shear modulus
|
Family |
Name |
Symbol |
Unit |
Group
unit |
Description |
|
Shear Modulus (Static) |
SM_STA |
G |
Mpsi |
22 |
|
|
Bulk Modulus (Static) |
BM_STA |
K |
Mpsi |
22 |
Equation
G =
K =
Click Geomechanics
tab > Elastic Properties Section > Biot Coefficient
> Mepro Alpha Model. Mepro Alpha Model task will be opened
Figure 20‑9 Elastic properties_Biot _Mepro Alpha Model
Input
Table 20‑27 Input of task Elastic properties_Biot _Mepro Alpha Model
|
Family/Name |
Symbol |
Type |
Unit |
Group id unit |
|
Solid Bulk
Modulus |
Ks |
Optional Input |
Mpsi |
22 |
|
Bulk Modulus
(Static) |
K |
Mpsi |
22 |
|
|
Mechanical
Stratigraphy Flag |
F |
Optional filter
Input |
unitless |
2 |
Parameter
Table 20‑28 Parameters of task Elastic properties_Biot _Mepro Alpha Model
|
Name |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
Solid Bulk
Modulus |
Ks |
Optional Input |
Mpsi |
22 |
5.37 |
|
Apply for flag
= |
F_filter |
Param of
Optional filter Input |
0 |
Output
Table 20‑29 Output of task Elastic properties_Biot _Mepro Alpha Model
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Biot
Coefficient |
ALPHA |
alpha |
unitless |
2 |
Equation
Alpha = 1 -
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click Geomechanics
tab > Elastic Properties Section > Biot Coefficient
> Alpha Combiner. Alpha Combiner task will be opened
Figure 20‑10 Elastic properties_Alpha combiner
Input
Table 20‑30 Input of task Elastic properties_Alpha combiner
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Biot Coefficient |
alphai |
unitless |
2 |
Unlimited number of inputs |
|
|
Mechanical Stratigraphy Flag |
F |
optional filter input |
unitless |
2 |
Parameter
Table 20‑31 Parameters of task Elastic properties_Alpha combiner
|
Name |
Symbol |
Type |
Group unit |
Unit |
Default value |
|
Alpha when Flag = 1 |
F_1 |
param for optional filter input |
The first curve in the list |
||
|
Alpha when Flag = 0 |
F_0 |
param for optional filter input |
The first curve in the list |
||
|
Alpha when Flag = NaN |
F_NaN |
param for optional filter input |
Blank |
||
|
Combine method |
Minimum |
Output
Table 20‑32 Output of task Elastic properties_Alpha combiner
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Biot
Coefficient |
ALPHA |
alpha |
unitless |
2 |
Equation
·
F
input is available, the calculation must follow rules below:
o If F = 1 then Es = F_1
o If F = 0 then Es = F_0
o If F = NaN then Es = F_NaN
·
F
input is not available, the calculation use combine method including minimum, maximum, average, arithmetic
mean, geometric mean, harmonic mean, median.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Asadi et al. (2016) for Sand. Asadi et
al. (2016) for Sand task will be opened
Figure 20‑11 Rock strength_Unconfined compressive strength_Asadi
et al 2016 for Sand
Inputs
Table 20‑33 Input of task Rock strength_Unconfined compressive strength_Asadi et al 2016 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
optional filter input |
unitless |
2 |
Parameter
Table
20‑34 Parameters of task Rock strength_Unconfined
compressive strength
Asadi et al 2016 for Sand
|
Name |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
Sand with flag = |
Sand Flag |
parameter of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑35 Output of task Rock strength_Unconfined compressive strength_Asadi et al 2016 for Sand
|
Family |
Name |
Symbol |
Unit |
Group id unit |
Description |
|
Unconfined Compressive Strength |
UCS_Asadi |
UCS |
psi |
22 |
Equation
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click Geomechanics
tab > Rock Strength Section > Unconfined Compressive
Strength > Bradford et al. (1998) for sand. Bradford et al.
(1998) for the sand task will be opened
Figure 20‑12 Rock strength_Unconfined compressive
strength_Bradford et al.1998 for Sand
Inputs
Table 20‑36 Input of task Rock strength_Unconfined compressive strength_Bradford et al.1998 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
psi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑37 Parameters of task Rock strength_Unconfined
compressive strength
Bradford et al.1998 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑38 Output of task Rock strength_Unconfined compressive strength_Bradford et al.1998 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Unconfined Compressive Strength |
UCS_Brad |
UCS |
psi |
22 |
Equation
UCS = 330.686+197.006∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2006) #3 for Sand. Chang
et al. (2006) #3 for the Sand task will be opened
Figure 20‑13 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #3 for Sand
Inputs
Table 20‑39 Input of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #3 for Sand
|
Family |
Symbol |
Type |
Unit |
Group id unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑40 Parameters of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #3 for Sand
|
Name |
Symbol |
Type |
Group id unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑41 Output of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #3 for Sand
|
Family |
Symbol |
Unit |
Name |
Group id unit |
Description |
|
Unconfined Compressive Strength |
UCS |
psi |
UCS_Chang3 |
22 |
Equation
UCS = 2.0505∗∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2006) #6 for Sand. Chang
et al. (2006) #6 for the Sand task will be opened
Figure 20‑14 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #6 for Sand
Inputs
Table
20‑42 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #6 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Bulk Density |
RHOB |
g/cc |
12 |
||
|
Compressional velocity |
Vp |
ft/s |
26 |
||
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑43 Parameters of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #6 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table
20‑44 Output of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #6 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Unconfined Compressive Strength |
UCS_Chang6 |
UCS |
psi |
22 |
Equation
UCS = 6106.09∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2006) #7 for Sand. Chang
et al. (2006) #7 for the Sand task will be opened
Figure 20‑15 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #7 for Sand
Inputs
Table
20‑45 Input of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #7 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Bulk Density |
RHOB |
g/cc |
12 |
|
|
Compressional velocity |
Vp |
ft/s |
26 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑46 Parameters of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #7 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table
20‑47 Output of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #7 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang7 |
UCS |
psi |
22 |
Equation
UCS = 561.296∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2006) #8 for Sand. Chang
et al. (2006) #8 for the Sand task will be opened
Figure 20‑16 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #8 for Sand
Inputs
Table 20‑48 Input of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #8 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑49 Parameters of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #8 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo: 0 or 1 |
0 |
Outputs
Table
20‑50 Output of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #8 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang8 |
UCS |
psi |
22 |
Equation
UCS = 6700.74∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2006) #11 for Sand. Chang
et al. (2006) #11 for the Sand task will be opened
Figure 20‑17 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #11 for Sand
Inputs
Table
20‑51 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #11 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑52 Parameters of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #11 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑53 Output of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #11 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Unconfined Compressive Strength |
UCS_Chang11 |
UCS |
psi |
22 |
Equation
UCS = 40175.5∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Freyburg (1972) for Sand. Freyburg
(1972) for Sand task will be opened
Figure 20‑18 Rock strength_Unconfined compressive
strength_Freyburg 1972 for Sand
Inputs
Table 20‑54 Input of task Rock strength_Unconfined compressive strength_Freyburg 1972 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional Velocity |
VP |
ft/s |
26 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑55 Parameters of task Rock strength_Unconfined compressive strength_Freyburg 1972 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑56 Output of task Rock strength_Unconfined compressive strength_Freyburg 1972 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Frey |
UCS |
psi |
22 |
Equation
UCS = 1.54726∗VP−4568.69
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Lacy (1997) for Sand. Lacy (1997) for
Sand task will be opened
Figure 20‑19 Rock strength_Unconfined compressive
strength_Lacy 1997 for Sand
Inputs
Table 20‑57 Input of task Rock strength_Unconfined compressive strength_Lacy 1997 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑58 Parameters of task Rock strength_Unconfined compressive strength_Lacy 1997 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑59 Output of task Rock strength_Unconfined compressive strength_Lacy 1997 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Lacy |
UCS |
psi |
22 |
Equation
UCS = 278.7∗+245.8∗Es
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > McNally (1987) for Sand. McNally (1987)
for Sand task will be opened
Figure 20‑20 Rock strength_Unconfined compressive
strength_McNally 1987 for Sand
Inputs
Table 20‑60 Rock strength_Unconfined compressive strength_McNally 1987 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
µs/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑61 Parameters of task Rock strength_Unconfined compressive strength_McNally 1987 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑62 Output of task Rock strength_Unconfined compressive strength_McNally 1987 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Mc |
UCS |
psi |
22 |
Equation
UCS = 174045∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Moos et al. (1999) for Sand. Moos et
al. (1999) for Sand task will be opened
Figure 20‑21 Rock strength_Unconfined compressive
strength_Moos et al. 1999 for Sand
Inputs
Table 20‑63 Input of task Rock strength_Unconfined compressive strength_Moos et al. 1999 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Bulk Density |
RHOB |
g/cc |
12 |
|
|
Compressional velocity |
VP |
ft/s |
26 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑64 Parameters of task Rock strength_Unconfined compressive strength_Moos et al. 1999 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo: 0 or 1 |
0 |
Outputs
Table 20‑65 Output of task Rock strength_Unconfined compressive strength_Moos et al. 1999 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Moos |
UCS |
psi |
22 |
Equation
UCS = 1.62116∗∗RHOB∗−3045.79
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Plumb (1994) for Sand. Plumb (1994) for
Sand task will be opened
Figure 20‑22 Rock strength_Unconfined compressive
strength_Plumb 1994 for Sand
Inputs
Table 20‑66 Input of task Rock strength_Unconfined compressive strength_Plumb 1994 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑67 Parameters of task Rock strength_Unconfined compressive strength_Plumb 1994 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
0 |
Outputs
Table 20‑68 Output of task Rock strength_Unconfined compressive strength_Plumb 1994 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Plumb |
UCS |
psi |
22 |
Equation
UCS=330.686+28.3299∗Es
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Vernik et al. (1993) for Sand. Vernik
et al. (1993) for Sand task will be opened
Figure 20‑23 Rock strength_Unconfined compressive
strength_Vernik et al. 1999 for Sand
Inputs
Table 20‑69 Input of task Rock strength_Unconfined compressive strength_Vernik et al. 1999 for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑70 Parameters of task Rock strength_Unconfined compressive strength_Vernik et al. 1999 for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Sand with flag = |
F_filter |
param of the optional filter input |
Combo: 0 or 1 |
0 |
Outputs
Table 20‑71 Output of task Rock strength_Unconfined compressive strength_Vernik et al. 1999 for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Ver |
UCS |
psi |
22 |
Equation
UCS = 36839.6∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2016) #13 for Shale.
Chang et al. (2016) #13 for Shale task will be opened
Figure 20‑24 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #13 for Shale
Inputs
Table
20‑72 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #13 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑73 Parameters of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #13 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table
20‑74 Output of task Rock strength_Unconfined
compressive strength
Chang et al. 2006 #13 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang13 |
UCS |
psi |
22 |
Equation
UCS = 62.3662∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2016) #14 for Shale.
Chang et al. (2016) #14 for Shale task will be opened
Figure 20‑25 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #14 for Shale
Inputs
Table
20‑75 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #14 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑76 Parameters of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #14 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Table
20‑77 Output of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #14 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang14 |
UCS |
psi |
22 |
Equation
UCS = 195.801∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2016) #15 for Shale.
Chang et al. (2016) #15 for Shale task will be opened
Figure 20‑26 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #15 for Shale
Inputs
Table
20‑78 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #15 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑79 Parameters of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #15 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table
20‑80 Output of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #15 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang15 |
UCS |
psi |
22 |
Equation
UCS = 72.5189∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2016) #18 for Shale.
Chang et al. (2016) #18 for Shale task will be opened
Figure 20‑27 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #18 for Shale
Inputs
Table
20‑81 Input of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #18 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑82 Parameters of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #18 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table
20‑83 Output of task Rock strength_Unconfined compressive
strength
Chang et al. 2006 #18 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang18 |
UCS |
psi |
22 |
Equation
UCS = 4140.41∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Chang et al. (2016) #21 for Shale.
Chang et al. (2016) #21 for Shale task will be opened
Figure 20‑28 Rock strength_Unconfined compressive
strength_Chang et al. 2006 #21 for Shale
Inputs
Table 20‑84 Input of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #21 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑85 Parameters of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #21 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑86 Output of task Rock strength_Unconfined compressive strength_Chang et al. 2006 #21 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Chang21 |
UCS |
psi |
22 |
Equation
UCS = 41.4808∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Horsrud (2001) from DT for Shale.
Horsrud (2001) from DT for Shale task will be opened
Figure 20‑29 Rock strength_Unconfined compressive
strength_Horsrud 2001 DT for Shale
Inputs
Table 20‑87 Input of task Rock strength_Unconfined compressive strength_Horsrud 2001 DT for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑88 Parameters of task Rock strength_Unconfined compressive strength_Horsrud 2001 DT for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑89 Output of task Rock strength_Unconfined compressive strength_Horsrud 2001 DT for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Hor_DT |
UCS |
psi |
22 |
Equation
UCS = 111.679∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Horsrud (2001) from Es for Shale.
Horsrud (2001) from Es for Shale task will be opened
Figure 20‑30 Rock strength_Unconfined compressive
strength_Horsrud 2001 Es for Shale
Inputs
Table 20‑90 Input of task Rock strength_Unconfined compressive strength_Horsrud 2001 Es for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Young's Modulus (Static) |
Es |
Mpsi |
22 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑91 Parameters of task Rock strength_Unconfined
compressive strength
Horsrud 2001 Es for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑92 Output of task Rock strength_Unconfined compressive strength_Horsrud 2001 Es for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Hor_Es |
UCS |
psi |
22 |
Equation
UCS = 6698.72∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Horsrud (2001) from PHI for Shale.
Horsrud (2001) from PHI for Shale task will be opened
Figure 20‑31 Rock strength_Unconfined compressive
strength_Horsrud 2001 PHI for Shale
Inputs
Table 20‑93 Input of task Rock strength_Unconfined compressive strength_Horsrud 2001 PHI for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑94 Parameters of task Rock strength_Unconfined compressive strength_Horsrud 2001 PHI for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑95 Output of task Rock strength_Unconfined compressive strength_Horsrud 2001 PHI for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Hor_PHI |
UCS |
psi |
22 |
Equation
UCS = 423.8∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Khaksar et al. (2009) for Shale.
Khaksar et al. (2009) for Shale task will be opened
Figure 20‑32 Rock strength_Unconfined compressive
strength_Khaksar et al. 2009 for Shale
Inputs
Table 20‑96 Input of task Rock strength_Unconfined compressive strength_Khaksar et al. 2009 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Bulk Density |
RHOB |
g/cc |
12 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑97 Parameters of task Rock strength_Unconfined compressive strength_Khaksar et al. 2009 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑98 Output of task Rock strength_Unconfined compressive strength_Khaksar et al. 2009 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Kha |
UCS |
psi |
22 |
Equation
UCS = 0.0123∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Lal (1999) for Shale. Lal (1999) for
Shale task will be opened
Figure 20‑33 Rock strength_Unconfined compressive
strength_Lal 1999 for Shale
Inputs
Table 20‑99 Input of task Rock strength_Unconfined compressive strength_Lal 1999 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional slowness |
DTC |
us/ft |
1 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑100 Parameters of task Rock strength_Unconfined compressive strength_Lal 1999 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑101 Output of task Rock strength_Unconfined compressive strength_Lal 1999 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Lal |
UCS |
psi |
22 |
Equation
UCS = 1450.38∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > Lashkaripour and Dusseault (1993) for Shale.
Lashkaripour and Dusseault (1993) for Shale task will be opened
Figure 20‑34 Rock strength_Unconfined compressive
strength_ Lashkaripour & Dusseault 1993 for Shale
Inputs
Table
20‑102 Input of task Rock strength_Unconfined compressive
strength
Lashkaripour & Dusseault 1993 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table
20‑103 Parameters of task Rock strength_Unconfined compressive
strength
Lashkaripour & Dusseault 1993 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table
20‑104 Output of task Rock strength_Unconfined compressive
strength
Lashkaripour & Dusseault 1993 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_Lash |
UCS |
psi |
22 |
Equation
UCS = 145.183∗
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Unconfined
Compressive Strength > UCS Combiner. UCS Combiner task will be
opened
Figure 20‑35 Rock strength_Unconfined compressive
strength_ UCS Combiner
Input
Table 20‑105 Input of task Rock strength_Unconfined compressive strength_ UCS Combiner
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Unconfined Compressive Strength |
UCSiUCSi |
psi |
22 |
Unlimited number of inputs |
|
|
Mechanical Stratigraphy Flag |
F |
optional filter input |
unitless |
2 |
Parameter
Table 20‑106 Parameters of task Rock strength_Unconfined compressive strength_ UCS Combiner
|
Name |
Symbol |
Type |
Group unit |
Description |
Default vale |
|
UCS when Flag = 1 |
F_1 |
param for optional filter input |
Combo box: select 1 option |
First input curve |
|
|
UCS when Flag = 0 |
F_0 |
param for optional filter input |
Combo box: select 1 option |
First input curve |
|
|
UCS when Flag = NaN |
F_NaN |
param for optional filter input |
Combo box: select 1 option |
Blank |
|
|
Combine method |
Combo box allows users to select 1 option.
List of options: minimum, maximum, average, arithmetic mean, geometric mean,
harmonic mean, median |
Minimum |
Output
Table 20‑107 Output of task Rock strength_Unconfined compressive strength_ UCS Combiner
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS_COM |
UCS |
psi |
22 |
Equation
·
F
input is available, the calculation must follow rules below:
o If F = 1 then UCS = F_1
o If F = 0 then UCS = F_0
o If F = NaN then UCS = F_NaN
·
F
input is not available, the calculation use combine method including minimum, maximum, average, arithmetic
mean, geometric mean, harmonic mean, median.
Click
Geomechanics tab > Rock Strength Section > Internal
Friction Angle > Weingarten and Perkins (1995) for Sand. Weingarten
and Perkins (1995) for Sand task will be opened
Figure 20‑36 Rock strength_Internal friction
angle_Weingarten and Perkins (1995) for Sand
Inputs
Table 20‑108 Input of task Rock strength_Internal friction angle_Weingarten and Perkins (1995) for Sand
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Neutron porosity |
PHI |
v/v |
3 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑109 Parameters of task Rock strength_Internal friction angle_ Weingarten and Perkins (1995) for Sand
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑110 Output of task Rock strength_Internal friction angle_ Weingarten and Perkins (1995) for Sand
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Internal Friction Angle |
IFA_Wei |
IFA |
deg |
10 |
Equation
IFA=57.8−105∗PHI
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Internal
Friction Angle > Lal (1999) for Shale. Lal (1999) for Shale
task will be opened
Figure 20‑37 Rock strength_Internal friction angle_Lal
1999 for Shale
Inputs
Table 20‑111 Input of task Rock strength_Internal friction angle_Lal 1999 for Shale
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Compressional Velocity |
VP |
ft/s |
26 |
|
|
Mechanical Stratigraphy Flag |
F |
Optional filter input |
unitless |
2 |
Parameter
Table 20‑112 Parameters of task Rock strength_Internal friction angle_Lal 1999 for Shale
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Shale with flag = |
F_filter |
param of the optional filter input |
Combo box: 0 or 1 |
1 |
Outputs
Table 20‑113 Output of task Rock strength_Internal friction angle_Lal 1999 for Shale
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Internal Friction Angle |
IFA_Lal |
IFA |
deg |
10 |
Equation
IFA = arcsin(*
·
If
F input is available and F = F_Filter then the equation will be applied and
ignore others' values.
·
If
F input is not available then i2G will calculate for all.
Click
Geomechanics tab > Rock Strength Section > Internal
Friction Angle > IFA Combiner. IFA Combiner task will be
opened
Figure 20‑38 Rock strength_Internal friction angle_IFA
Combiner
Input
Table 20‑114 Input of task Rock strength_Internal friction angle_IFA Combiner
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Internal Friction Angle |
IFAi |
deg |
10 |
Unlimited number of inputs |
|
|
Mechanical Stratigraphy Flag |
F |
optional filter input |
unitless |
2 |
Parameter
Table 20‑115 Parameters of task Rock strength_Internal friction angle_IFA Combiner
|
Name |
Symbol |
Type |
Description |
Default value |
|
IFA when Flag = 1 |
F_1 |
param for optional filter input |
Combo box: select 1 option |
First curve input |
|
IFA when Flag = 0 |
F_0 |
param for optional filter input |
Combo box: select 1 option |
First curve input |
|
IFA when Flag = NaN |
F_NaN |
param for optional filter input |
Combo box: select 1 option |
Blank |
|
Combine method |
Combo box allows users to select 1 option.
List of options: minimum, maximum, average, arithmetic mean, geometric mean,
harmonic mean, median |
Minimum |
Output
Table 20‑116 Output of task Rock strength_Internal friction angle_IFA Combiner
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Internal Friction Angle |
IFA_COM |
IFA |
deg |
10 |
Equation
·
F
input is available, the calculation must follow rules below:
o If F = 1 then IFA = F_1
o If F = 0 then IFA = F_0
o If F = NaN then IFA = F_NaN
·
F
input is not available, the calculation use combine method including minimum, maximum, average, arithmetic
mean, geometric mean, harmonic mean, median.
Click
Geomechanics tab > Rock Strength Section > Cohesion from
UCS & IFA. Cohesion from UCS & IFA task will be opened
Figure 20‑39 Rock strength_Cohesion_Cohesion from UCS and
IFA
Input
Table 20‑117 Input of task Rock strength_Cohesion_Cohesion from UCS and IFA
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Internal Friction Angle |
IFA |
deg |
10 |
|
|
Unconfined Compressive Strength |
UCS |
psi |
22 |
Output
Table 20‑118 Output of task Rock strength_Cohesion_Cohesion from UCS and IFA
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Cohesion Strength |
COHESION |
C |
psi |
22 |
Equation
C =
Click
Geomechanics tab > Rock Strength Section > Tensile
Strength from UCS. Tensile Strength from UCS task will be opened
Figure 20‑40 Rock strength_Tensile strength_Tensile
strength from UCS
Input
Table 20‑119 Input of task Rock strength_Tensile strength_Tensile strength from UCS
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Unconfined Compressive Strength |
UCS |
psi |
22 |
Parameter
Table 20‑120 Parameters of task Rock strength_Tensile strength_Tensile strength from UCS
|
Name |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
UCS multiplier |
a |
unitless |
2 |
0.1 |
Output
Table 20‑121 Output of task Rock strength_Tensile strength_Tensile strength from UCS
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Tensile Strength |
TSTR |
TS |
psi |
22 |
Equation
TS = a∗UCS
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Gardner. Gardner
task will be opened
Figure 20‑41 Overburden stress_Density_Gardner
Input
Table 20‑122 Input of task Overburden stress_Density_Gardner
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Compressional Velocity |
VP |
ft/s |
26 |
Parameter
Table 20‑123 Parameters of task Overburden stress_Density_Gardner
|
Name |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
a |
a |
unitless |
2 |
0.23 |
|
|
b |
b |
unitless |
2 |
0.25 |
Output
Table 20‑124 Output of task Overburden stress_Density_Gardner
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk Density |
DEN_Gard |
RHOB |
g/cc |
12 |
Equation
RHOB = a∗
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Bellotti for Consolidated
Soil. Bellotti for Consolidated Soil task will be opened
Figure 20‑42 Overburden stress_Density_Bellotti for
Consolidated Soil
Input
Table 20‑125 Input of task Overburden stress_Density_Bellotti for Consolidated Soil
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Compressional
Slowness |
DTC |
Us/ft |
1 |
Output
Table 20‑126 Output of task Overburden stress_Density_Bellotti for Consolidated Soil
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk
Density |
DEN_Bel_Consolid |
RHOB |
g/cc |
12 |
Equation
|
RHOB = 3.28 − |
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Bellotti for Unconsolidated
Soil. Bellotti for Unconsolidated Soil task will be opened
Figure 20‑43 Overburden stress_Density_Bellotti for
Unconsolidated Soil
Input
Table 20‑127 Input of task Overburden stress_Density_Bellotti for Unconsolidated Soil
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Compressional Slowness |
DTC |
Us/ft |
1 |
Output
Table 20‑128 Output of task Overburden stress_Density_Bellotti for Unconsolidated Soil
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk Density |
DEN_Bel_Unconsolid |
RHOB |
g/cc |
12 |
Equation
RHOB = 2.75 − 2.11∗
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Lindseth. Lindseth
task will be opened
Figure 20‑44 Output of task
Input
Table 20‑129 Input of task Output of task
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Compressional Velocity |
VP |
ft/s |
26 |
Output
Table 20‑130 Output of task Overburden stress_Density_Lindseth
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk Density |
DEN_Lind |
RHOB |
g/cc |
12 |
Equation
RHOB =
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Linear. The linear
task will be opened
Figure 20‑45 Overburden stress_Density_Linear
Input
Table 20‑131 Input of task Overburden stress_Density_Linear
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
True vertical depth |
TVD |
m |
Parameter
Table 20‑132 Parameters of task Overburden stress_Density_Linear
|
Name |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
KB height |
KB |
m |
11 |
|
0 |
|
|
Water depth |
WD |
m |
11 |
0 |
||
|
Top RHOB |
TRH |
g/cc |
12 |
1.88 |
||
|
Bottom depth |
BDE |
m |
11 |
4000 |
||
|
Bottom RHOB |
BRH |
g/cc |
12 |
2.55 |
Output
Table 20‑133 Output of task Overburden stress_Density_Linear
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk Density |
DEN_Linear |
RHOB |
g/cc |
12 |
Equation
RHOB = TRH +
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Power Law. Power Law
task will be opened
Figure 20‑46 Overburden stress_Density_Power Law
Input
Table 20‑134 Input of task Overburden stress_Density_Power Law
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
True vertical depth |
TVD |
m |
11 |
Parameter
Table 20‑135 Parameters of task Overburden stress_Density_Power Law
|
Name |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
KB height |
KB |
m |
11 |
|
0 |
|
|
Water depth |
WD |
m |
11 |
0 |
||
|
Top RHOB |
TRH |
g/cc |
12 |
1.88 |
||
|
Bottom depth |
BDE |
m |
11 |
4000 |
||
|
Bottom RHOB |
BRH |
g/cc |
12 |
2.55 |
Output
Table 20‑136 Output of task Overburden stress_Density_Power Law
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Bulk Density |
DEN_Power |
RHOB |
g/cc |
12 |
Equation
TDE=KB+WD
a =
b =
RHOB=a∗
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Density Geomachenic > Density Combiner.
Density Combiner task will be opened
Figure 20‑47 Overburden stress_Density_Density Combiner
Input
Table 20‑137 Input of task Overburden stress_Density_Density Combiner
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Bulk Density |
RHOBi |
g/cc |
12 |
Unlimited number of inputs |
Parameter
Table 20‑138 Parameters of task Overburden stress_Density_Density Combiner
|
Name |
Symbol |
Type |
Group unit |
Unit |
Description |
Default value |
|
Bulk Density |
Choose |
Combo box: select 1 input curve or Constant.
If constant is selected then the constant parameter will be active. |
First input curve |
|||
|
Constant |
Constant |
12 |
g/cc |
2.65 |
Output
Table 20‑139 Output of task Overburden stress_Density_Density Combiner
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Bulk Density |
DEN_COM |
RHOB |
g/cc |
12 |
Equation
DEN_COM=Choose
If constant is selected then DEN_COM=Constant
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Minimum Horizontal Stress > Hubbert and Willis
(1957). Hubbert and Willis (1957) task will be opened
Figure 20‑48 Horizontal stress_Minimum horizontal
stress_Hubbert and Willis 1957
Input
Table 20‑140 Input of task Horizontal stress_Minimum horizontal stress_Hubbert and Willis 1957
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Vertical Stress |
SV |
psi |
22 |
|
|
Pore Pressure |
PP |
psi |
22 |
Output
Table 20‑141 Output of task Horizontal stress_Minimum horizontal stress_Hubbert and Willis 1957
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum Horizontal Stress |
SHMIN_Hub |
SHmin |
psi |
22 |
Equation
SHmin =
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Minimum Horizontal Stress > Eaton (1969).
Eaton (1969) task will be opened
Figure 20‑49 Horizontal stress_Minimum horizontal
stress_Eaton 1969
Input
Table 20‑142 Input of task Horizontal stress_Minimum horizontal stress_Eaton 1969
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Vertical Stress |
SV |
psi |
22 |
||
|
Pore Pressure |
PP |
psi |
22 |
||
|
Poisson Ratio (Static) |
vs |
unitless |
2 |
Output
Table 20‑143 Output of task Horizontal stress_Minimum horizontal stress_Eaton 1969
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum Horizontal Stress |
SHMIN_Eaton |
SHmin |
psi |
22 |
Equation
SHmin = ()*(SV – PP) + PP
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Minimum Horizontal Stress > ESR and Terzaghi
Effective Stress. ESR and Terzaghi Effective Stress task will be
opened
Figure 20‑50 Horizontal stress_Minimum horizontal
stress_ESR and Terzaghi Effective Stress
Input
Table 20‑144 Input of task Horizontal stress_Minimum horizontal stress_ESR and Terzaghi Effective Stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Vertical Stress |
SV |
|
psi |
22 |
|
Pore Pressure |
PP |
psi |
22 |
|
|
Minimum Horizontal Effective Stress Ratio |
ESRmin |
Optional input |
unitless |
2 |
Parameter
Table
20‑145 Parameters of task Horizontal stress_Minimum
horizontal stress
ESR and Terzaghi Effective Stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
Minimum Horizontal Effective Stress Ratio |
ESRmin |
Optional input |
unitless |
2 |
0.7 |
Output
Table
20‑146 Output of task Horizontal stress_Minimum
horizontal stress
ESR and Terzaghi Effective Stress
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum Horizontal Stress |
SHMIN_Ter |
SHmin |
psi |
22 |
Equation
SHmin = ESRmin∗(SV − PP) + PP
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Minimum Horizontal Stress > ESR and Biot
Coefficient. ESR and Biot Coefficient task will be opened
Figure 20‑51 Horizontal stress_Minimum horizontal
stress_ESR and Biot Coefficient
Input
Table 20‑147 Input of task Horizontal stress_Minimum horizontal stress_ESR and Biot Coefficient
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Vertical Stress |
SV |
psi |
22 |
|
|
Pore Pressure |
PP |
psi |
22 |
|
|
Biot Coefficient |
alpha |
unitless |
2 |
|
|
Minimum Horizontal Effective Stress Ratio |
ESRmin |
Optional input |
unitless |
2 |
Parameter
Table 20‑148 Parameters of task Horizontal stress_Minimum horizontal stress_ESR and Biot Coefficient
|
Family |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
Minimum Horizontal Effective Stress Ratio |
ESRmin |
Optional input |
unitless |
2 |
0.7 |
Output
Table 20‑149 Output of task Horizontal stress_Minimum horizontal stress_ESR and Biot Coefficient
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum Horizontal Stress |
SHMIN_Biot |
SHmin |
psi |
22 |
Equation
SHmin = ESRmin∗(SV−alpha∗PP)+alpha∗PP
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Minimum Horizontal Stress > Poro-Elastic Uniaxial
Strain Model. Poro-Elastic Uniaxial Strain Model task will be opened
Figure 20‑52 Horizontal stress_Minimum horizontal
stress_Poro-Elastic Uniaxial Strain Model
Input
Table 20‑150 Input of task Horizontal stress_Minimum horizontal stress_Poro-Elastic Uniaxial Strain Model
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Vertical Stress |
SV |
psi |
22 |
||
|
Pore Pressure |
PP |
psi |
22 |
||
|
Biot
Coefficient |
alpha |
unitless |
2 |
||
|
Poisson Ratio
(Static) |
vs |
unitless |
2 |
Output
Table 20‑151 Output of task Horizontal stress_Minimum horizontal stress_Poro-Elastic Uniaxial Strain Model
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum
Horizontal Stress |
SHMIN_Uniaxial |
SHmin |
psi |
22 |
Equation
SHmin = ()*(SV – alpha*PP) + alpha*PP
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Maximum Horizontal Stress > Function of SHmin.
The function of SHmin task will be opened
Figure 20‑53 Horizontal stress_Maximum horizontal
stress_Function of min horizontal stress
Input
Table
20‑152 Input of task Horizontal stress_Maximum
horizontal stress
The function of min horizontal stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
|
Minimum Horizontal Stress |
SHmin |
psi |
22 |
Parameter
Table
20‑153 Parameters of task Horizontal stress_Maximum
horizontal stress
The function of min horizontal stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
Multiplier |
a |
unitless |
2 |
1 |
Output
Table
20‑154 Output of task Horizontal stress_Maximum
horizontal stress
The function of min horizontal stress
|
Family |
Name |
Symbol |
Unit |
Group unit |
Description |
|
Maximum Horizontal Stress |
SHMAX_SHmin |
SHmax |
psi |
22 |
Equation
SHmax = a∗SHmin
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Maximum Horizontal Stress > ESR and Terzaghi
Effective Stress. ESR and Terzaghi Effective Stress task will be
opened
Figure 20‑54 Horizontal stress_Maximum horizontal
stress_ESR and Terzaghi Effective Stress
Input
Table
20‑155 Input of task Horizontal stress_Maximum
horizontal stress
ESR and Terzaghi Effective Stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Vertical Stress |
SV |
psi |
22 |
|
|
Pore Pressure |
PP |
psi |
22 |
|
|
Maximum
Horizontal Effective Stress Ratio |
ESRmax |
Optional input |
unitless |
2 |
Parameter
Table
20‑156 Parameters of task Horizontal stress_Maximum horizontal stress
ESR and Terzaghi Effective Stress
|
Family |
Symbol |
Type |
Unit |
Group unit |
Description |
Default value |
|
Maximum
Horizontal Effective Stress Ratio |
ESRmax |
Optional input |
unitless |
2 |
0.8 |
Output
Table
20‑157 Output of task Horizontal stress_Maximum
horizontal stress
ESR and Terzaghi Effective Stress
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Maximum
Horizontal Stress |
SHMAX_Ter |
SHmax |
psi |
22 |
Equation
SHmax = ESRmax∗(SV−PP)+PP
Click
Geomechanics tab > Rock Strength Section > Stress
Section > Maximum Horizontal Stress > ESR and Biot
Coefficient. ESR and Biot Coefficient task will be opened
Figure 20‑55 Horizontal stress_Maximum horizontal stress_
ESR and Biot Coefficient
Input
Table 20‑158 Input of task Horizontal stress_Maximum horizontal stress_ ESR and Biot Coefficient
|
Family |
Symbol |
Type |
Unit |
Group unit |
|
Vertical Stress |
SV |
psi |
22 |
|
|
Pore Pressure |
PP |
psi |
22 |
|
|
Biot Coefficient |
alpha |
unitless |
2 |
|
|
Maximum Horizontal Effective Stress Ratio |
ESRmax |
Optional input |
unitless |
2 |
Parameter
Table 20‑159 Parameters of task Horizontal stress_Maximum horizontal stress_ ESR and Biot Coefficient
|
Family |
Symbol |
Type |
Unit |
Group unit |
Default value |
|
Maximum Horizontal Effective Stress Ratio |
ESRmax |
Optional input |
unitless |
2 |
0.8 |
Output
Table 20‑160 Horizontal stress_Maximum horizontal stress_ESR and Terzaghi Effective Stress Horizontal stress_Maximum horizontal stress_ ESR and Biot Coefficient
|
Family |
Name |
Symbol |
Unit |
Group unit |
|
Minimum Horizontal Stress |
SHMAX_Biot |
SHmin |
psi |
22 |
Equation
SHmax = ESRmax∗(SV−alpha∗PP)+alpha∗PP


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The nextSibling property returns the node immediately following the specified node, in the same tree level.
The returned node is returned as a Node object.
The difference between nextSibling property and nextElementSibling, is that nextSibling returns the next sibling node as an
element node, a text node or a comment node, while nextElementSibling returns the next sibling node as an element node (ignores text and comment nodes).
The nextElementSibling property returns the element immediately following the specified element, in the same tree level.
The difference between NextElementSibling property and nextSibling, is that nextSibling returns the next sibling node as an element node, a text node or a comment node,
while nextElementSibling returns the next sibling node as an element node (ignores text and comment nodes).
This is para text(1) and it has id='p1'.
This is text without any tag(2).This is para text outside div(5).
The previousSibling property returns the previous node of the specified node, in the same tree level.
The returned node is returned as a Node object.
The difference between this property and previousElementSibling, is that previousSibling returns the previous sibling node as an element node, a text node or a comment node, while previousElementSibling returns the previous sibling node as an element node (ignores text and comment nodes).
The previousElementSibling property returns the previous element of the specified element, in the same tree level.
The difference between this property and previousSibling, is that previousSibling returns the previous sibling node as an element node, a text node or a comment node, while previousElementSibling returns the previous sibling node as an element node (ignores text and comment nodes).
This is para text(3) and it has id='p4'.


Work start date confirmed for Beeston's new multi-million-pound cinema site
Broxtowe Borough Council has said the project - between Styring Street, Middle Street and Station Street - remains on schedule to open in Christmas 2020
by Ben ReidThe start date for work on a new multi-million-pound cinema for Beeston has been confirmed.
Work will start on the eight-screen cinema planned for the Beeston Square development on Monday, November 25.
The Beeston Square development will also bring number of food and drink outlets and 132 homes.
As part of the works, a path that runs between Tesco and the bus and tram interchange will be shut from Monday.
Broxtowe Borough Council has said the project - between Styring Street, Middle Street and Station Street - remains on schedule to open in Christmas 2020.
A statement on the authority's Facebook page said: "Exciting news: work will start on the site of the new cinema in Beeston next week.
"Unfortunately, in order to allow the works to take place, the path that runs between Tesco and the bus/tram interchange will be closed permanently from Monday, November 25.
"This will allow access to the utilities that run underneath it so they can be diverted to make way for the main construction work.
"We ran a consultation on this earlier this year. A new replacement path will be created as part of the new development."
With the General Election approaching we want to give you all the results and reactions as they happen. Join our new WhatsApp service to receive breaking news alerts throughout the night by texting ELECTION to<PHONE_NUMBER>2. The first messages will go out December 12 after polls close.


Oshiomhole versus Obaseki: APC appoints Ganduje to save party in Edo
- The All Progressives Congress (APC) appoints Governor Abdullahi Ganduje of Kano to rescue Edo ahead of 2020 governorship race
- Ganduje is to head a committee which includes Governor Aminu Masari of Katsina and former governors
- The committee is expected to meet with all aggrieved stakeholders in the rift between Adams Oshiomhole, national chairman of the party, and Governor Godwin Obaseki
After its recent successful outing in Kogi and Bayelsa, the All Progressives Congress (APC) is believed to have been gripped with the fear of losing Edo state to the opposition over the lingering feud between its national chairman, Adams Oshiomhole and Governor Godwin Obaseki.
As part of moves to forestall this, the APC has appointed the governor of Kano, Abdullahi Ganduje, to resolve the crisis in Edo and rescue the party from being drowned.
Ganduje is to head a five-man committee set up by the party's National Working Committee (NWC).
Kogi election: SDP governorship candidate calls for cancellation of poll, gives reasons
A statement by Mallam Lanre Issa-Onilu, national spokesperson of the party, said a part of the committee's task is to meet and speak with all sides to the crisis and report to the headquarters.
“Other members of the committee are: governor of Katsina state, Aminu Bello Masari; former governor of Oyo, Abiola Ajimobi; former governor of Borno and serving senator, Kashim Shettima and Honourable Ahmed Wadada (secretary).
“This marks another step in our party’s effort to find a lasting solution to the crisis and ensure our party comes out of it even stronger," the APC said.
Legit.ng earlier reported how Oshiomhole recently proved he is not a happy man as he accused the deputy governor of Edo, Philip Shaibu, of betraying him after he helped the latter to power.
Oshiomhole, who called Shaibu his 'son', lamented that the deputy governor tried to humiliate him by bringing thugs to the home of the national chairman of the APC in Iyamho, Edo state, recently.
Breaking: PDP suffers crushing defeat to APC in Jonathan's local government
NAIJ.com (naija.ng) - Legit.ng. We have upgraded to serve you better.
Bayelsa election: Party agents argue fiercely over results anomaly | Legit TV


Buffalo Bills are 7 -3 after beating Miami Dolphins 37-20 18 Nov 2019, 05:00 by https://www.facebook.com/qina.liu.5 Buffalo Bills running back Devin Singletary (26) rushes for a first down against Miami Dolphins strong safety Bobby McCain (28) in the first quarter.James P. McCoy/Buffalo News Buffalo Bills kicker Stephen Hauschka (4) kicks a field goal in the first quarter.James P. McCoy/Buffalo News Buffalo Bills outside linebacker Lorenzo Alexander (57) tackles Miami Dolphins running back Kalen Ballage (27) for a loss in the first quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver Andre Roberts (18) rushes for a first down against Miami Dolphins tight end Durham Smythe (81) in the first quarter.James P. McCoy/Buffalo News Buffalo Bills defensive end Trent Murphy (93) tackles Miami Dolphins running back Myles Gaskin (37) in the first quarter.James P. McCoy/Buffalo News Buffalo Bills fans cheer on their team in the first quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver John Brown (15) catches a pass for a first down Miami Dolphins defensive back Nik Needham (40) in the first quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver John Brown (15) catches a pass in front of Miami Dolphins strong safety Bobby McCain (28) for a touchdown in the second quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver John Brown (15) celebrates his touchdown with Buffalo Bills quarterback Josh Allen (17) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills fans outnumbered the Miami Dolphins fans.James P. McCoy/Buffalo News Buffalo Bills fans outnumbered the Miami Dolphins fans.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) rushes for a first down against Miami Dolphins strong safety Bobby McCain (28) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) rushes for a first down against Miami Dolphins strong safety Bobby McCain (28) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) rushes for a first down against Miami Dolphins cornerback Jomal Wiltz (33) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills middle linebacker Tremaine Edmunds (49) is held by Miami Dolphins offensive guard Jesse Davis (77) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills free safety Jordan Poyer (21) recovers a Miami Dolphins wide receiver Allen Hurns (17) fumble in the second quarter.James P. McCoy/Buffalo News Buffalo Bills running back Devin Singletary (26) fumbles after rushing for a first down against Miami Dolphins defensive tackle Christian Wilkins (94) in the second quarter. The ball was recovered by Bills wide receiver John Brown (15).James P. McCoy/Buffalo News Buffalo Bills running back Devin Singletary (26) fumbles after rushing for a first down against Miami Dolphins defensive tackle Christian Wilkins (94) in the second quarter. The ball was recovered by Bills wide receiver John Brown (15).James P. McCoy/Buffalo News Buffalo Bills tight end Dawson Knox (88) rushes for a touchdown over Miami Dolphins strong safety Bobby McCain (28) in the second quarter.James P. McCoy/Buffalo News Buffalo Bills middle linebacker Tremaine Edmunds (49) tackles Miami Dolphins wide receiver DeVante Parker (11) in the third quarter.James P. McCoy/Buffalo News Buffalo Bills middle linebacker Tremaine Edmunds (49) sacks Miami Dolphins quarterback Ryan Fitzpatrick (14) in the third quarter.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) throws a pass for a first down in the third quarter.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) throws a pass to Bills wide receiver Cole Beasley (10) for a first down in the third quarter.James P. McCoy/Buffalo News Buffalo Bills offensive tackle Ty Nsekhe (77) was carted off the field after injuring his ankle in the third quarter.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen rushes for a touchdown against Miami Dolphins defensive back Steven Parker in the third quarter.James P. McCoy/Buffalo News Buffalo Bills head coach Sean McDermott calls in a play in the third quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver John Brown (15) rushes for a first down against Miami Dolphins cornerback Ken Crawley (32) in the third quarter.James P. McCoy/Buffalo News Buffalo Bills wide receiver John Brown (15) catches a pass for a touchdown over Miami Dolphins cornerback Jomal Wiltz (33) in the third quarter.James P. McCoy/Buffalo News Buffalo Bills head coach Sean McDermott shakes hands with Miami Dolphins head coach Brian Flores at the end of the game.James P. McCoy/Buffalo News Buffalo Bills free safety Jordan Poyer (21) shakes hands with Bills fans at the end of the game.James P. McCoy/Buffalo News Buffalo Bills center Mitch Morse (60) shakes hands with Bills fans at the end of the game.James P. McCoy/Buffalo News Buffalo Bills quarterback Josh Allen (17) and Bills strong safety Kurt Coleman (28) shake hands with Bills fans at the end of the game.James P. McCoy/Buffalo News Buffalo Bills running back Frank Gore (20) walks up the tunnel at the end of the game.James P. McCoy/Buffalo News Buffalo Bills fans cheer on the Bills at the end of the game.James P. McCoy/Buffalo News Related content


We have enjoyed our time in the BVI's. We did not spend a
lot of time here last year, so it was nice to hit some spots we
hadn't been.
Derek did more knee boarding, and is getting better and better.
One of our favorite spots here in the BVI's is "The Baths".
A group of rocks with caves and trails. We spent two days
their with our friends on Pollux and had a good time.
We also did some more mangrove scrounging. Poor Dean
and Derek were covered up to the thighs in dark sticky mangrove
mud, but we did get some more stuff. This brings our
total to 5 folding seats, 12 fenders of various sizes, and one
horseshoe buoy.
We took the fenders over to a charter company today, and
they bought two of the best small ones for $20 each, so Derek
was happy. We will try to sell the rest as we head north.
We spent a few days in Road Town Tortola at anchor, and loaded
up on groceries. We spent some time trying to track
down some new brushes for the electric motor on the watermaker,
but no luck, so hopefully St. Thomas will have some.
We also did some boat projects and found an old leak had rotted
some non-structural wood pieces that hold the ceiling panel up
in the master stateroom, so we replaced those, and verified that
there were no more leaks.
We will spend a couple more days here in the BVI's and then say
goodbye to our friends on "Pollux" and head onto the U.S. Virgin
Islands for a while.
02/05/14; The Baths and Scrounging for stuff
Another sandy beach with palm trees. |
View of the anchorage in BVI's
|
Our knee board fanatic
|
Derek at rocks in "The Baths" w/friends
|
In "The Baths"
|
Great places to crawl around in "The Baths" |
Some of the trails in "The Baths" are not
for the
weak of heart. |
We found some nice trails in the BVI's and
took
some nice walks
|
Dean cleaning up the scrounged items.
Before
and after cleaning. |
Our muddy messy items wait for cleaning. |
|
|
|
|


Make your cake!
Size Of the Cake
Round cake 6" - serves 8 people ($20)
Round cake 8" - serves 12 people ($25)
Round cake 10" - serves 16 people($35)
Round cake 12" - serves 30 people($75)
Round cake 12" - serves 30 people($75)
Rectangle cake 6" - serves 8 people ($20)
Rectangle cake 8" - serves 12 people ($25)
Rectangle cake 10" - serves 16 people($35)
Rectangle cake 12" - serves 30 people($75)
Filling
Select Filling
Lemon($5)
Custard($5)
Fudge($7)
Mocha($8)
Raspberry($10)
Pineapple($5)
Dobash($9)
Mint($5)
Cherry($5)
Apricot($8)
Buttercream($7)
Chocolate Mousse($12)
Include Candles($5)
Quantity
Include Inscription($20)


| init |
Initialises a new game with the given duration.
!init 8
|
- This command will fail if there is already a game in progress.
- The user sending the command will be added to the player list if they're not already present.
- The duration is given as the number of minutes from start to revelation.
|
| join |
Join an initialised game.
!join
|
- This command will fail if there is already a game in progress.
- The user sending the command will be added to the player list if they're not already present.
|
| leave |
Leave an initialised game.
!leave
|
- This command will fail if there is already a game in progress or the game has already been dealt.
- The user sending the command will be removed from the player list.
- The user who initialised the game cannot leave it, they must !abandon it instead.
|
| deal |
Deals a game for the current player list.
!deal
|
- This command will fail if there is already a game in progress.
- The location and spy will be chosen at random and each player will get a direct message informing them of their role and, if not the spy, the location.
- The timer will not start until the start command is issued by the dealer.
- The bot will notify the channel of the time remaining once per minute, and at 30, 15 and 5 seconds left.
- When the time runs out the game will end and the spy and location will be revealed.
|
| start |
Starts a game that has been dealt.
!start
|
- This command will only be accepted from the dealer, and it is up to them to make sure all players are ready.
- To change the set of players for a game that's been dealt but not started you can just use the deal command again.
- The bot will display the location list when the game is started.
|
| abandon |
Abandons the current game and reveals the location and spy.
!abandon
|
- This command must be sent twice to confirm and may only be issued by the player who dealt the game.
- The game will end and the spy and location will be revealed.
|
| accuse |
Accuse a user of being the spy. Each player can only do this once per game.
!accuse userc
|
- This command will pause the timer.
- Do not include the @ in the username.
- Following this command every other player must respond with yes or no.
- The first no will resume the timer and questions can continue.
- If all players vote yes the game will end and the spy and location will be revealed.
|
| guess |
Guess the location.
!guess hospital
|
- This command will only be accepted from the spy.
- The location names can be found at the top of these instructions and must be entered exactly as shown (case-insensitive).
- If the location entered does not exist the bot will tell you and you should check you've spelt it correctly.
- Since you've revealed yourself at this point you should issue the command again with the correct spelling as the game cannot continue.
- Whether correct or not the game will end and both the spy and location will be revealed.
|
| locations |
Replies with the location list.
!locations
|
- Requesting this during a game pretty much marks you as the spy!
|
| help |
Replies with a link to this document.
!help
|
- If you still need help, see here.
|


I'm an aspiring Data Scientist, currently pursuing B.Tech. in Mathematics and Computing at Indian Institute of Technology, Delhi and my interests lie in the domain of Artificial Intelligence, primarily focused around Machine Learning, Computer Vision and Natural Language Processing. I'm also interested in few areas of Biology like Immunology, Genetics and Evolution. My hobbies are computer programming and web development. Apart from academics, I love listening to music, watching football and teaching people.
CGPA:
Marks: 96.4%
CGPA: 10
Assisted freshmen in overcoming English Language barrier by conducting interactive sessions throughout the semester
Over 120 hrs of contribution primarily in Teaching Projects
Part of the Web Front-end Development team
Revamped the website using CSS & Javascript for better user experience and easy accessibility & retrieval of information.
Visit WebsiteLeveraged RNNs with pre-trained GloVe word embeddings and LSTM layers to build a movie review classifier. Trained the model using IMDB dataset with 50k reviews after pre-processing and obtained an accuracy of about 88%.
View ProjectApproximated given shapes in 3D Real space into small triangular components and constructed a Graph data structure. Performed operations like finding neighbours, boundary edges, number of connected components, closest components.
View ProjectExecuted jobs added by each user for each project based on the priorities and resources; used Max-Heap, Red-Black Tree, Trie.
View ProjectAnalysed asymptotic complexities and collision rate of queries in Double Hashing and Separate Chaining techniques.
View ProjectConstructed a Binary Tree by parsing valid fully parenthesised infix expression and computed its derivative by traversal. The parser was made to support a variety of functions like algebraic, trigonometric, exponential & composite functions.
View ProjectA potential developed across Condensor Mic 's terminals due to sound is used as input to CE transistor whose output goes to a 555 timer IC in mono-stable configuration which delays the trigger signal and the output pulse from the timer goes to D-type flip flop which changes the state of the output from ON-OFF or OFF-ON.


First
Second
Not required
Radio 1
Radio 2
Radio 3
Radio 4
Year
Month
Year
Month
Lorem ipsum
Select one please
foo
bar
Year
Submit
apply result


Happiness
Last week I was priveleged to catch the original _High Noon_ on the big screen. Gary Cooper plays the everyman, faced with a life/death situation, and despite every opportunity to run, despite the objections of a scared and lazy town, despite the logistics detailing a hopeless situation, he stays and fights. He miraculously triumphs.
_High Noon_, alongside the stellar _Casablanca_ and _It's A Wonderful Life_, are similar in the base content, which is no doubt why they are among the most powerful films ever made. Each tells of a protagonist who, despite all objections of society, sticks it out, and does the hard, but honorable thing. Sometimes he wins. Sometimes not.
_Happiness_ is the polar opposite of the films I just described. In this film, we have a society that is peachy-keen, family-oriented, and "perfect"; we have characters who "have it all." But just below the surface lies the makings of thieves, perverts, murderers, and pedophiles. Despite all inclinations to secure "happiness", every character's moral failings catch up to them.
Todd Solondz, who wrote and directed _Happiness_, raises the debate with this situation (one of many): A popular grade-school teacher turns out to be a drug-addict. Should she stay or go? Initially, we side with the mother: this is a potential harm for our children, the future of society. But the father raises an interesting point: should the woman be ostracized for having a terrible addiction? If she could do her job without jeopardizing the kids or her health, while she fights to be free, then shouldn't she get the support of the community? Suddenly the issue isn't so black-and-white.
This father, played by Dylan Baker, is the pedophile in the film. He acknowledges he to his wife that he is "sick", but she is oblivious to his cries for help--she wouldn't want to upset her "perfect" family. Baker has an impossible role, and succeeds. He is indeed, a very sick man, but despite all indications of the contrary, is a loving father and responsible husband. His final scene with his son, is as heartbreaking as it is awkward as anything you'd find this year.
Another character reaching for perfection is that of Joy Jordan, played excellently by Jane Adams. (She's the sister of the wife, played by Cynthia Stevensen). She's still single, still living in her parents' house, and unable to keep a steady job. A former boyfriend kills himself. Another steals her guitar and CD player. She's by far the most sympathetic character in the film, and also the funniest.
The third sister, Helen Jordan is a sultry, successful single played by Lara Flynn Boyle. She's a critically acclaimed writer, but sees the shallowness of success, and is angry that people do not see her shortcomings. When she receives an obscene phone call, who insults her and threatens her with rape, she becomes immediately attracted to the caller, (unknown to her, he lives down the hall).
He is Allen (Philip Seymour Hoffman, with memorable turns in _Boogie Nights_ and _Next Stop Wonderland_). We would initially want him locked away for good, but the film sympathizes with him. He is obese, shy, and socially inept. The best scene is when he finally confronts Helen, she invites him in, and they sit at polar ends of the couch, blank gazes.
There are many more characters here, but suffice it to say that this isn't kiddie fare. What's hard about reviewing (and praising) a film like this is that we don't want to admit that we can relate to these deplorable characters. We don't want to exonerate the sin that has become more and more commonplace in society.
Gratefully, the film doesn't explicitly show us the worst of these crimes. It miraculously maintains a light-hearted, breezy tone, coupled with Air Supply and Debby Boone songs. It is in this context that the film forces us to examine these lives. The "Hate the sin, love the sinner" concept hasn't been more in-your-face.
Needless to say, box office predictions are very low. I nearly abandoned seeing this film, before forcing myself to catch it at a second run theater. I couldn't have been more surprised. Despite every plot detail pointing to the contrary, that this is truly one of the sharpest, funniest, and most observant of films out there today. It deservedly won Best Picture awards at Cannes and Toronto. It is brilliantly photographed, which makes the material all the more heart-wrenching.
While funny, I cannot express how adult the material is. It is limited in nudity and violence, and yet it is clearly NC-17 material, due to its story and to humor that one-up's the jokes in _There's Something About Mary_ (both films cover nearly the same terrain). I highly recommend reading the Screen It! review (www.screenit.com) if you are cautious about racy material.
If I have any reservations of the praise, it's that the film ultimately sides against the caring wife, in the dilemna posited above. Of all the negative characters in the film, she is the one who is bad because she's so "good." Therefore, the script _must_ make her snide, haughty, and self-righteous. I don't think that's fair--"don't drink/don't smoke/must be something inside." Great satire is usually not sympathetic to the one who stays and fights for what's right.
Nick Scale (1 to 10): 8
The review above was posted to the
rec.arts.movies.reviews newsgroup (de.rec.film.kritiken for German reviews).
The Internet Movie Database accepts no responsibility for the contents of the
review and has no editorial control. Unless stated otherwise, the copyright
belongs to the author.
Please direct comments/criticisms of the review to relevant newsgroups.
Broken URLs inthe reviews are the responsibility of the author.
The formatting of the review is likely to differ from the original due
to ASCII to HTML conversion.
Related links: index of all rec.arts.movies.reviews reviews


Interactive Access Sessions on Windows
On Windows operating systems such as NT and 2000, DIScover interprets Access commands through two mechanisms:
• the Access menu in the Browser
• a standalone shell attached to a DIScover Server
The Access menu provides a shell you can perform Access operations through. Standalone shells, however, work outside of typical DIScover sessions. You can attach any number of client shells to a DIScover Server. This book shows you how to start an Access standalone shell and how to start an Access shell within the Model Browser.
Starting Access requires that:
• you have a DIScover model server session already running
• your network has a parent server established if you are connecting to a DIScover model server over the network
Related Topics


Mac OSX 10.9 ships with the Dvorak keyboard, the Dvorak – Qwerty ⌘ keyboard, and the Colemak keyboard, but there is no Colemak – Qwerty ⌘ keyboard. Here it is:
Colemak – Qwerty ⌘.keylayout
Colemak – Qwerty ⌘.icns
You will have to unzip them and make sure their names are as above.
To install for your user account only, move both files into `~/Library/Keyboard Layouts/`. To install for all users on your mac, move both files into `/Library/Keyboard Layouts/`.
To view/use installed keyboards on your mac, go to System Preferences > Keyboard > Input Sources, then click the + symbol on the bottom left. Choose the Others category on the left sidebar to see any manually added keyboards.
I created this using the Ukelele application. If you want to create your own custom keyboards, follow these directions:
On the Ukelele disk image, open the file `/System Keyboards/Dvorak/DVORAK-QWERTYCMD.keylayout`, which is already set up with the ⌘ key separated from the regular keys (this was a good choice for my goal).
Keep View > Sticky Modifiers checked, because it enables the ability to edit ⌘ and shift inputs when necessary. Use Keyboard > Edit Key… to change key outputs to Colemak outputs. Sometimes changing a key will also change that same letter elsewhere on the keyboard (often when ⌘ is selected). When this occurs, use Keyboard > Unlink Key… to disconnect the offending key. Repeat this process until all keys are changed. Easier said than done.
To create an icon for your custom keyboard, follow these directions:
Use Icon Composer.app from the Apple Developer Website under Graphics Tools for Xcode – Late August 2014 (download the entire .dmg file). That application allows you to bundle up images into a .icns file. Do not use Preview to save .icns files, since it does not handle them properly.


AuthenticationDialogRequest QML Type
A request for providing authentication credentials required by proxies or HTTP servers. More...
| Import Statement: | import QtWebEngine 1.5 |
| Since: | QtWebEngine 1.4 |
Properties
Methods
- void dialogAccept(string username, string password)
- void dialogReject()
Detailed Description
An AuthenticationDialogRequest is passed as an argument of the WebEngineView::authenticationDialogRequested signal. It is generated when basic HTTP or proxy authentication is required. The type of authentication can be checked with the type property.
The accepted property of the request indicates whether the request is handled by the user code or the default dialog should be displayed. If you set the accepted property to true
, make sure to call either dialogAccept() or dialogReject() afterwards.
The following code uses a custom dialog to handle the request:
WebEngineView { // ... onAuthenticationDialogRequested: function(request) { request.accepted = true; myDialog.request = request // keep the reference to the request myDialog.accept.connect(request.dialogAccept); myDialog.reject.connect(request.dialogReject); myDialog.visible = true; } // ... }
Property Documentation
Indicates whether the authentication dialog request has been accepted by the signal handler.
If the property is false
after any signal handlers for WebEngineView::authenticationDialogRequested have been executed, a default authentication dialog will be shown. To prevent this, set request.accepted
to true
.
The default is false
.
The hostname of the authentication proxy. Empty if type is AuthenticationTypeHTTP.
The HTTP authentication realm attribute value of the WWW-Authenticate
header. Empty if type is AuthenticationTypeProxy.
The type of the authentication request.
| Constant | Description |
|---|---|
WebEngineAuthenticationDialogRequest.AuthenticationTypeHTTP | HTTP authentication. |
WebEngineAuthenticationDialogRequest.AuthenticationTypeProxy | Proxy authentication. |
[read-only] url : url |
The URL of the HTTP request for which authentication was requested. In case of proxy authentication, this is a request URL which is proxied via host.
See also proxyHost.
Method Documentation
This function notifies the engine that the user accepted the dialog, providing the username and the password required for authentication.
This function notifies the engine that the user rejected the dialog and the authentication shall not proceed.


Fabinho: Injured Liverpool midfielder out until next year
Liverpool midfielder Fabinho will be out until next year with the ankle injury he suffered against Napoli.
The Brazilian went off after 19 minutes of Wednesday's Champions League group game, which the Reds drew 1-1, after he fell awkwardly making a challenge.
Liverpool said the 26-year-old had "suffered ankle ligament damage" and will be out "until the new year".
"Losing a player of the quality of Fabinho is big. Really bad," said Reds manager Jurgen Klopp.
"It is bad news. Timeframe - we are not sure 100% but looks pretty sure he will not be involved in Christmas fixtures.
"We have to replace him and we can replace him. Now it's important that he does the right things and is back as soon as possible.
"Until then, we have to find solutions. We are not the only team with injured players and that's what we have to deal with, and we will."
The Reds have 11 games over the next 34 days in the Premier League, Champions League, Carabao Cup and Club World Cup.
Fabinho has started 12 out 13 league games this season and all five European fixtures.
Liverpool are eight points clear at the top of the Premier League and host Brighton - a game Fabinho would have been suspended for anyway - on Saturday at 15:00 GMT.


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Execution
- id : Integer
Unique identifier representing a specific execution
- author : Integer
Unique ID of the user who created the execution
- operation_instance : Integer
Unique ID of the process instance this execution is of
- callback_url : String
URL called after completion of the job (possibly empty)
- force_spawn_cluster : String
If set and not empty, forces the creation of a new cluster
- creation_date : Date
Date and time of creation of the execution
- status : String
Status of the cluster
- status_info : String
More information about the status of the cluster
- resource_provisioner_token : String
Authentication token to be used to connect to the Resource Provisioner
- output_location : String
Location of the output file of the job on the machine, empty if not yet completed
- hints : String
Hints (JSON string) that helps to choose where to run the execution
- operation_state : String
Current state of the operation execution.


A simple 1-D casting model¶
Simulation using a simple 1-D (toy) model of casting (a car pulling a brick using a linear spring).
You can play with the parameters to get a feeling for how various line weight, rod stiffness, input, etc. affects the cast and line launch speed.
Brick-spring-car model¶
The “simplest possible” (limited) model for a fly cast (or spin cast) is probably the brick-spring-car model.
In this model the line is replaced by a “brick” which is pulled along an imaginary frictionless surface by an imaginary car connected by a spring. The movement of the car mimics rod leverage, and the spring mimics the elastic bending and un-bending of the rod.
The model is solved numerically (with tunable parameters and driving), and you can play with the parameters in the model.
This can be used to understand and get a feeling for: * The relation and interplay of “leverage” and “spring” * Understanding the effect of hard and soft stops * Understanding the importance of “work path”
This model is of course not super original as it is just a simple forced harmonic oscillator model; one of the most used and abused models in physics…
The Streamlit app and the API will let you tune and change parameters and see the effect on generated speed, work-path-length, etc.


Question 2 of 10
Relating & Networking 2
Excellent! Having the confidence to speak up and communicate with your Supervisor and any other people you are working with will allow you to get the job done well. Communicating openly to ask questions or check anything that you do not know is likely to help you to be a good Plumbing Apprentice.
While it is good that you are willing to get on with the task, it would be helpful in this situation to communicate with your Supervisor to ask any questions you have. A Plumbing Apprentice may need to have the confidence to communicate with people to do the best job they can.
A Plumbing Apprentice is not expected to know everything, your Supervisor would rather you communicate, ask questions and speak up so that you can be confident about what you are doing, rather than worrying and holding back. You may wish to consider whether you will be comfortable with this aspect of the role before applying.


It's possible to inherit from just about any tkinter widget, including the root window, but inheriting from 'tk.Frame' is probably the most flexible.
# second1.py import tkinter as tk class Application(tk.Frame): def __init__(self, master=None, title="Application"): tk.Frame.__init__(self, master) self.master = master self.master.title(title) self.grid() # self to master self.create_widgets() def create_widgets(self): self.label = tk.Label(self, text="Hello") self.label.grid() # label to self if __name__ == "__main__": root = tk.Tk() app = Application(root) #print(app.label["text"]) # Hello root.mainloop() # or app.mainloop() # root # | # app (Frame) # | # Label


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