A point load of 500 kN is applied on an elastic medium with Poissons ratio of 0.2.

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A point load of 500 kN is applied on an elastic medium with Poisson’s ratio of 0.2. Compare the vertical stress increase at the following locations as determined by the Boussinesq (ΔσB) and Westergaard (ΔσW) solutions.

Point A B C D E F z (m) 2 4 4 4 r (m) 4 2. 4. 2.

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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