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GeoStudio 2007 Examples

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This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.This example applies to SLOPE/W, SEEP/W and SIGMA/W.

Rapid Drawdown

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This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.

Staged Rapid Drawdown - Pumped Storage Project Dam

This is a case study example of rapid drawdown and comparison with a published solution by Duncan, Wright and Wong (1990).
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This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.

Rapid Drawdown With Multi-stage

The objective of this example is to show how rapid drawdown of an embankment can be analyzed with SLOPE/W using a multi-stage approach. The Walter Bouldin Dam and three other published examples analyzed by Duncan, Wright and Wong (1990) and the Corps of the Engineers (2003) using the multi-stage approach have been repeated with SLOPE/W. In all cases, essentially the same solutions are obtained with SLOPE/W.
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This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.This example applies to SLOPE/W and SEEP/W.

Rapid Drawdown With Effective Stress

The objective of this example is to show how rapid drawdown of an embankment can be analyzed with SLOPE/W using the effective stress approach. The drawdown pore-water pressures of the embankment are modeled with a SEEP/W transient analysis. The stability of the embankment as a function of time is done by including "All" the SEEP/W time steps in the SLOPE/W analysis.
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This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.

Staged Rapid Drawdown - Pilarcitos Dam

This is a case study comparison of rapid drawdown for the Pilarcitos Dam. It compares the solution with Duncan, Wright and Wong (1990).
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This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.This example applies to SLOPE/W.

Staged Rapid Drawdown - CE Example

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This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.This example applies to SEEP/W.

Rapid Fill And Drain

The objective of this illustration is to show how to model the rapid filling and drawdown of a reservoir. The boundary conditions are transient for both the filling and drawdown processes.
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