›› 2005, Vol. 26 ›› Issue (12): 1991-1995.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of ultimate bearing capacity of square and circular foundations

JIANG Yi-ping1, 2, XIONG Ju-hua1   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Shanghai Urban Construction Design and Research Institute, Shanghai 200011, China
  • Received:2004-06-07 Online:2005-12-10 Published:2014-01-12

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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.

Key words: ultimate bearing capacity, equation, theoretical solution, field plate load test

CLC Number: 

  • TU 431
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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