Phi-c reduction and comparison with Bishop's method


Application PLAXIS 2D
PLAXIS 3D
Version PLAXIS 2D
PLAXIS 3D
Date created 07 November 2012
Date modified 07 November 2012

This document describes an example that is used to verify the ultimate limit state capabilities of PLAXIS. The problem involves the stability of an embankment. PLAXIS results are compared with Bishop's method of slices (Verruijt, 2001). The influence of the load distribution in PLAXIS 3D is studied as well.

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