Example 1
This problem shows a potential slip surface partly along the sloping interface between the shell and core of an embankment.

Example 2
This problems demonstrates TSLOPE's capability to search for the critical seismic coefficient. The problem shows a homogeneous embankment dam.

Example 3i
This example together with example 3ii shows how TSLOPE can be used to analyze rapid drawdown stability using the standard Lowe total stress method of analysis. With example 3i we show the pre-drawdown condition.

Example 3ii
This is the same problem as example 3i showing the slope after rapid drawdown.

Example 4
This example uses the same slope and slip surface geometry as example 3, and shows how TSLOPE can be used to carry out an effective stress analysis of rapid drawdown, or post-earthquake stability.