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This document outlines guidelines for calculating contact pressure distributions under rigid circular foundations. It assumes the contact pressure varies linearly throughout the foundation and can be used when the structure behaves rigidly due to the combined action of the superstructure and foundation, or when soil properties are uniformly distributed below the foundation.

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Balaji Prasath
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24 views1 page

Is. - 0 11

This document outlines guidelines for calculating contact pressure distributions under rigid circular foundations. It assumes the contact pressure varies linearly throughout the foundation and can be used when the structure behaves rigidly due to the combined action of the superstructure and foundation, or when soil properties are uniformly distributed below the foundation.

Uploaded by

Balaji Prasath
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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IS : 11089 - 1984

(a)

(c)

FIG. 1B PRMSUREDIS~RIIWI-IONUNDER A RAFT

h) The contact pressure distribution is assumed to vary linearly


throughout the foundation.
5.1.1 This method may be used when either of the following con<litions
are satisfied:

a) The structure behaves as rigid ( due to the combined action of


the superstructllre and the foundation ) with a relative stillness

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