›› 2008, Vol. 29 ›› Issue (4): 1001-1004.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Theoretical solution of ultimate bearing capacity of foundations under shallow rectangular footings

WANG Zhe1, WANG Guo-cai1, CHEN Yu1, CHEN Jian-guo2   

  1. 1. Institute of Geotechnical Engineering, Zhejiang University of Technology, Hangzhou 310014, China; 2. School of Civil Engineering, Shijiazhuang Railway Institute, Shijiazhuang, 050048, China
  • Received:2006-03-27 Online:2008-04-10 Published:2013-07-10

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Abstract: Scholars at home and abroad calculate the gravity function separately to perform the un-strip shallow footings bearing capacity. The geometry of failure mechanisms is three-dimensional. Cohesion force, overloading and gravity are coupled to calculate the bearing capacity with limit equilibrium theory. Several parameters influencing the calculation result of bearing capacity are discussed. The factors calculated are typically larger than earlier empirical proposals in the literatures. The comparison of results with existing solution is given to validate the method.

Key words: shallow rectangular foundation, ultimate bearing capacity of foundations, theoretical solution, slip plane, shear strength

CLC Number: 

  • TU 470.+1
  • 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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