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Side Pressure on Foundation

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      How can i account for the lateral pressure on the side of
foundation; which is resting on rock and will be 1m thick.
There is just a figure in Fintel's handbook; but i find nothing
more than this.


Mukesh Chandra Upadhyay
Senior Design Engineer
M.E. (Str. Engg.) B.E. (Civil)
J. P. Ventures Ltd. (Consultancy Organisation of Jaiprakash Ind. Ltd.)
64/4, Site 4, Industrial Area, Sahibabad
Ghaziabad, U.P.  - 201010 India

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