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Volume 33 Issue zk1
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ZHU Xiao-jun, XIONG Ju-hua. Theoretical solution of ultimate bearing capacity of soil under shallow rectangle foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 415-419.
Citation: ZHU Xiao-jun, XIONG Ju-hua. Theoretical solution of ultimate bearing capacity of soil under shallow rectangle foundation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(zk1): 415-419.
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Theoretical solution of ultimate bearing capacity of soil under shallow rectangle foundation

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. Shenyuan Geotechnical Engineering Co., Ltd., Shanghai 200040, China

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  • Received Date: April 25, 2011
  • Published Date: November 30, 2011
    Graphical Abstract
    • Abstract
  • Considering the influences of three factors: cohesion c, over loading q, and density of the soil , a new universal analytical solution of shallow foundation is presented based on the static equilibrium of rigid-plasticity body with the theoretical solution of shallow square foundation and strip foundation. The variation tendency of curves are similar to that of semi-empiric Vesic, Hansen and Meyerhof solutions, and the curves among Nq, Nc, Nr and internal friction angle of soil and ratio of length and width of rectangle foundation are gained. The results of this solution agree with the semi-empiric Vesic solution.
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    • References (5)
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