Bearing capacity of a circular footing


Application PLAXIS 2D
PLAXIS 3D
Version PLAXIS 2D
PLAXIS 3D
Date created 12 November 2012
Date modified 12 November 2012

This document describes an example that has been used to verify the ultimate limit state capabilities of PLAXIS. The problem involves the bearing capacity of a smooth circular footing on frictional soil.

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Hint: This validation needs considerable amount of disk space. Make sure you have at least 150 gigabytes of free disk space.

 

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