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## Pham_Ch5_Figure5_11_SAFE

This example problem solves a slope stability analysis with a submerged slope.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_11_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,SAFE,Linear Elastic,SVSOLID Consider PWP,Slopes_1/2/3/SAFE,Infrastructure,Dynamic Programming,Dynamic Programming,SVSLOPE SAFE,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_12_SAFE

This example problem solves a slope stability analysis with a submerged slope.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_12_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,SAFE,Linear Elastic,SVSOLID Consider PWP,Slopes_1/2/3/SAFE,Infrastructure,Dynamic Programming,Dynamic Programming,SVSLOPE SAFE,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_31_SAFE

This example problem solves a slope stability analysis with a submerged slope.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_31_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Benchmarking,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_32_SAFE

This example problem solves a slope stability analysis with a submerged slope

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_32_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Benchmarking,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_33_SAFE

This example problem solves a slope stability analysis with a submerged slope

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_33_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,SAFE,Linear Elastic,SVSOLID Consider PWP,Slopes_1/2/3/SAFE,Infrastructure,Dynamic Programming,Dynamic Programming,SVSLOPE SAFE,Benchmarking,Earth structures,Slopes_SAFE

 Attachments:

## Pham_ch5_Figure5_44_SAFE

This example problem contains two soil layers with shear strength parameters. Poission's ratio was selected assuming the soil was normally consolidated. A reasonable value of Young's modulus was also assumed.

The analysis methods used for this study are:
Bishop,
Janbu Simplified, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_ch5_Figure5_44_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Benchmarking,Earth structures,Slopes_SAFE

 Attachments:

## Pham_ch5_Figure5_48_SAFE

This model performs a slope stability analysis studied by Pham (2002) which contains three layers of soil with the base layers considerable harder than the above layers. The soil is described using a linear elastic.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_ch5_Figure5_48_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Earth structures,Slopes_SAFE

 Attachments:

## Pham_ch5_Figure5_52_SAFE

In this model the bedrock layer was modeled as a relatively hard soil layer with high shear strength parameters. The slope is partly submerged with water.This example is typical of the case the anticipated block movement is the most likely mode of failure.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_ch5_Figure5_52_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSOLID,SVSLOPE,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Dynamic Programming,SVSLOPE SAFE,Earth structures,Slopes_SAFE

 Attachments:

## Pham_ch5_Figure5_56_SAFE

This example is considered as a homogeneous slope with shear strength parameters equal to the average published values.

The analysis methods used for this study is:
Bishop.

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_ch5_Figure5_56_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_8_SAFE

This model solves a slope stability analysis with a submerged slope and an unsaturated Phi_b.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_8_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Dynamic Programming,SVSLOPE SAFE,Earth structures,Slopes_SAFE

 Attachments:

## Pham_Ch5_Figure5_9_SAFE

This model solves a slope stability analysis with a submerged slope.

The analysis methods used for this study are:
Bishop, and
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Grid and Tangent". The grid and tangent methodology is one of the most common methods of determining the critical circular slip surface. In this methodology, the trial slip surfaces are specified by a grid of centers and a set of lines to which the circular slip surface must be tangent. The critical slip surface is considered to be circular.

Model filename: Slopes_SAFE > Pham_Ch5_Figure5_9_SAFE.svm

Tags: Slopes_SAFE,Slope SAFE,SVSLOPE,SVSOLID,2D,Steady-State,Water Table,Slopes_1/2/3/SAFE,SAFE,Linear Elastic,SVSOLID Consider PWP,Infrastructure,Dynamic Programming,Earth structures,Slopes_SAFE

 Attachments:

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