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HeapLeachAPEM_Block

This model studies the effect of a block failure on a generic heap design with APEM probability method, and a horizontal seismic load coefficient of 0.09.

A probability analysis is used using APEM method and a floating critical slip surface location.

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

he search method for the critical slip surface is "Block". The block search method allows specification of a slip involving a "block" of soil with two hinge points. Trial slip surfaces are generated by placing a grid of trial vertices at each hinge point. The critical slip surface is considered to be non-circular.

Model filename: Slopes_Group_3 > HeapLeachAPEM_Block.svm

Tags: Slopes_Group_3,Earth structures,SVSLOPE,2D,Steady-State,Probability,Block,Slopes_Group_3,Slope Group 3,Heap leach draindown,Mining,Heap Leach,Infrastructure,Slopes_1/2/3/SAFE

Attachments:

HeapLeachAPEM_Circular

This model is an example of a conceptual heap design evaluating a circular slip surface with APEM probability method, and a horizontal seismic load coefficient of 0.09.

A probability analysis is used using APEM method and a floating critical slip surface location.

The analysis methods used for this study are:
M-P (Interslice Force Function - Half-sine), and
GLE (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_Group_3 > HeapLeachAPEM_Circular.svm

Tags: Slopes_Group_3,Slopes_Group_3,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 3,Heap leach draindown,Mining,Heap Leach,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

HeapLeachMonte_Block

This model examines the application of the Monte Carlo analysis to a block failure of a generic heap leach scenario with pseudo-static loading and a horizontal seismic load coefficient of 0.09.

A probability analysis is used using Monte Carlo method and a floating critical slip surface location.

The analysis method used for this study is:
M-P (Interslice Force Function - Half-sine).

The search method for the critical slip surface is "Block". The block search method allows specification of a slip involving a "block" of soil with two hinge points. Trial slip surfaces are generated by placing a grid of trial vertices at each hinge point. The critical slip surface is considered to be non-circular.

Model filename: Slopes_Group_3 > HeapLeachMonte_Block.svm

Tags: Slopes_Group_3,Earth structures,Slopes_Group_3,SVSLOPE,2D,Steady-State,Probability,Block,Slope Group 3,Heap leach draindown,Mining,Heap Leach,Infrastructure,Slopes_1/2/3/SAFE

Attachments:

HeapLeachMonte_Circular

This model is an example of Monte Carlo analysis evaluating a circular slip surface with pseudo-static loading and a horizontal seismic load coefficient of 0.09.

A probability analysis is used using Monte Carlo method and a floating critical slip surface location.

The analysis method used for this study is:
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_Group_3 > HeapLeachMonte_Circular.svm

Tags: Slopes_Group_3,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 3,Heap leach draindown,Mining,Heap Leach,Infrastructure,Slopes_1/2/3/SAFE,Slopes_Group_3,Earth structures

Attachments:

VS_28_Example1_Layer2_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is Bishop.

The search for the critical slip surface is grid and tangent and the slip surface shape is circular. The grid and tangent methodology is one of the more 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.

Model filename: Slopes_Group_1 > VS_28_Example1_Layer2_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example1_Layer3_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is:
Bishop

The search for the critical slip surface is a grid and tangent search and the slip surface shape is circular. 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.

Model filename: Slopes_Group_1 > VS_28_Example1_Layer3_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example2_Layer2_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is Bishop.

The search for the critical slip surface is grid and tangent and the slip surface shape is circular. The grid and tangent methodology is one of the more 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.

Model filename: Slopes_Group_1 > VS_28_Example2_Layer2_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example2_Layer3_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is Bishop.

The search for the critical slip surface is grid and tangent and the slip surface shape is circular. The grid and tangent methodology is one of the more 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.

Model filename: Slopes_Group_1 > VS_28_Example2_Layer3_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example3_Layer2_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is Bishop.

The search for the critical slip surface is grid and tangent and the slip surface shape is circular. The grid and tangent methodology is one of the more 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.

Model filename: Slopes_Group_1 > VS_28_Example3_Layer2_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example3_Layer3_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is Bishop.

The search for the critical slip surface is grid and tangent and the slip surface shape is circular. The grid and tangent methodology is one of the more 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.

Model filename: Slopes_Group_1 > VS_28_Example3_Layer3_Monte.svm

Tags: Slopes_Group_1,Slope Group 1,SVSLOPE,2D,Steady-State,Water Table,Probability,Grid and Tangent,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example4_Layer2_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is:
Bishop.

The search for the critical slip surface is a grid and tangent search and the slip surface shape is circular. 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.

Model filename: Slopes_Group_1 > VS_28_Example4_Layer2_Monte.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example4_Layer3_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is:
Bishop.

The search for the critical slip surface is a grid and tangent search and the slip surface shape is circular. 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.

Model filename: Slopes_Group_1 > VS_28_Example4_Layer3_Monte.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example5_Layer1_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is:
Bishop

The search for the critical slip surface is a grid and tangent search and the slip surface shape is circular. 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.

Model filename: Slopes_Group_1 > VS_28_Example5_Layer1_Monte.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_28_Example5_Layer2_Monte

The purpose of these sets of models is to perform a statistic analysis in which the probability of failure is calculated when the input parameters are represented in terms of means and standard deviations.

The analysis methods used for studying this model is:
Bishop.

The search for the critical slip surface is a grid and tangent search and the slip surface shape is circular. 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.

Model filename: Slopes_Group_1 > VS_28_Example5_Layer2_Monte.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Grid and Tangent,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Earth structures

Attachments:

VS_34_Monte

Cannon Dam Model
This model is designed for the calculation of the factor of safety for the Cannon Dam.

The analysis methods used for studying this model are:
Spencer, and
GLE(Interslice Force Function - Half-sine).

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_34_Monte.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures,Earth Dam / Levees

Attachments:

VS_35_1_Fig.7_SurfaceA

The purpose of this verification model is to look at duplicating reliability index results for several circular failure surfaces.

The analysis method used for studying this model is:
Bishop.

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_35_1_Fig.7_SurfaceA.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Earth Dam / Levees,Probabilistic,Water resources management,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures,Groundwater

Attachments:

VS_35_1_Fig.7_SurfaceB

The purpose of this model is to look at duplicating reliability index results for several circular failure surfaces.

The analysis method used for solving this problem is:
Bishop.

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_35_1_Fig.7_SurfaceB.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures

Attachments:

VS_35_1_Fig.7_SurfaceC

The purpose of this model is to look at duplicating reliability index results for several circular failure surfaces.

The analysis method used for solving this problem is:
Bishop.

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_35_1_Fig.7_SurfaceC.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures

Attachments:

VS_35_1_Fig.7_SurfaceD

The purpose of this model is to look at duplicating reliability index results for several circular failure surfaces.

The analysis method used for solving this problem is:
Bishop.

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_35_1_Fig.7_SurfaceD.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures

Attachments:

VS_35_1_Fig.7_SurfaceE

The purpose of this model is to look at duplicating reliability index results for several circular failure surfaces.

The analysis method used for solving this problem is:
Bishop.

The search for the critical slip surface is fully specified and the critical surface shape is circular. The fully specified method allows the user to completely specify the geometry of the analyze slip surface. This method is particularly useful for a back analysis in which the location of the slip surface is well known. The surface is defined by defining the center coordinates and radius of the critical surface.

Model filename: Slopes_Group_1 > VS_35_1_Fig.7_SurfaceE.svm

Tags: Slopes_Group_1,SVSLOPE,2D,Steady-State,Probability,Fully Specified,Slope Group 1,Infrastructure,Slopes_1/2/3/SAFE,Benchmarking,Earth structures

Attachments:

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