Title: Analysis of ultimate bearing capacity of square and circular foundations
Abstract: Through analyzing ultimate bearing capacity of square and circular foundations using three equations and two theoretical solutions,it is shown shows that(a) result of equation and theoretical solution is obviously less than the data of load test for sand,(b) result of Vesic’s equation is closer to the data of load test for clayey soil;(c) result of Li’s solution is proper for soft clayed soil,but Zhou’s solution is fit for high strength clayed soil.
Publication Year: 2005
Publication Date: 2005-01-01
Language: en
Type: article
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Cited By Count: 4
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