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Volume 29 Issue 2
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XU Gancheng, LI Chengxue, LIU Ping. Ultimate bearing capacity of shallow footing on anisotropic and nonhomogeneous clays[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 164-168.
Citation: XU Gancheng, LI Chengxue, LIU Ping. Ultimate bearing capacity of shallow footing on anisotropic and nonhomogeneous clays[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(2): 164-168.
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Ultimate bearing capacity of shallow footing on anisotropic and nonhomogeneous clays

  • 1.Design and Research Bureau of Air Force Engineering Beijing 100068 China 2.Survey and Mapping Research Institute of Xuzhou Planning Agency Xuzhou 210007 China

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  • Published Date: February 14, 2007
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  • By use of the upper limit theorem of plastic limit analysis and variational principle,the ultimate bearing capacity of anisotropic and non-homogeneous foundation soils were ascertained,and the basic formulas were derived.It was analyzed with the computation program how the anisotropic and non-homogeneous parameters influenced the bearing capacity.The results were compared with other scholar’s results.It was shown that the bearing capacity obtained by this method was more reliable.
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