A new method to express the strength condition of the anisotropic soil is proposed.

对各向异性土体的强度条件研究建立一种新的表述方法。

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A new anisotropic soil constitutive model is applied to the finite element analysis of a high earth core dam.

采用各向异性非线性弹性模型，对水荷载作用下粘土心墙坝进行有限元数值分析，并与邓肯模型计算结果比较。

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The analysis results also show that foundation pit tends to fail in anisotropic soil when horizontal permeability coefficient is larger than that of vertical.

对比各种分析结果，当水平向渗透系数大于竖向渗透系数时，基坑最容易发生渗透破坏。

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