对于非均质各向异性软土地基上管桩基础的承载力，基于塑性极限分析理论考虑软土强度的非均质与各向异性效应，提出了一种改进的三维极限分析上限解法。
A modified three-dimensional plastic limit analysis method is proposed for lateral bearing capacity of the large-diameter pipe pile in the inhomogeneous and anisotropic soft ground.
利用编制的计算机程序分析了土非均质和各向异性参数对承载力的影响。
It was analyzed with the computation program how the anisotropic and non-homogeneous parameters influenced the bearing capacity.
利用编制的计算机程序分析了土非均质和各向异性参数对承载力的影响。
It was analyzed with the computation program how the anisotropic and non-homogeneous parameters influenced the bearing capacity.
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