A new method to express the strength condition of the anisotropicsoil 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。
2
A new anisotropicsoil 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。
3
The analysis results also show that foundation pit tends to fail in anisotropicsoil when horizontal permeability coefficient is larger than that of vertical.