This SLOPE/W analysis has the same properties as the other SLOPE/W analysis in the project file, except the pore-water pressures are defined from the 3D transient seepage analysis using …

Update GeoStudio 2004 Check what version you have, then click this link to install the service pack if you need it: GeoStudio 2004 v6.22 Service Pack (0 B)

There are total of four analyses in the GeoStudio Project (Figure 2). Analysis #1 models the groundwater flow conditions presented in Figure 1 and forms the Parent for the stability …

This analysis method allows a user defined constant stress field (see Define Field Stresses in the GeoStudio menu) to be applied to the model. Field stresses are applied to the model through …

SHANSEP options GeoStudio allows for three different ways of specifying the SHANSEP undrained strength (Figure 2). Figure 2 SHANSEP option specified directly as a function of the …

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The analysis of the Lavender MRT case study demonstrates that GeoStudio can be used to model the behavior of deep shored excavations in soft ground. More importantly, the case …

In a fully coupled effective stress/pore-water pressure type of analysis in GeoStudio, there is no need to simulate a no-volume change condition through an artificial Poisson’s ratio. A value of …

mperature, which is an approximation of a surface energy balance. There are two alternatives in GeoStudio that could have been used: 1) the n-factor approach, which requires an air …

Figure 1. Problem configuration. There are four analyses in the GeoStudio project (Figure 2). The first analysis considers the slope stability conditions without a tension cracks. The remaining …