SHORT COMMUNICATIONS FLEXURAL CAPACITY O
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Singh, Shashikant; Subba Rao, Kanakapura S.
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Article
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1997
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John Wiley and Sons
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English
β 556 KB
Edge loaded annular foundations have been analysed assuming the soil pressure at the contact to be non-uniform using the lower bound approach of Limit Analysis. Variable fixity at the edges has been allowed and the foundation slab is made to follow the Square yield criterion. Results presented in th