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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.

Rapid drawdown with effective stress.gsz

Gsz FileOpen the gsz* (3 MB)
* You will need GeoStudio 2007 or higher to open this file. If you have not purchased a license, you can use the Viewer License included with the free download of GeoStudio 2007.
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