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A model of anisotropy for geotechnical material is presented. The inherent anisotropy of this kind of material is described with an anisotropy parameter.
给出了岩土材料的一种各向异性模型，并用一个各向异性参数来描述岩土材料的固有各向异性。
We observe that the reentrant transition may occur in the present system if single - ion anisotropy parameter is not large and if transverse field is small.
如果负单离子各向异性场参数不大且横场值较小，我们观察到在目前的系统中重入相变可能发生。
A microstructure tensor and loading direction are incorporated in the distribution functions of anisotropy parameter, uniaxial compressive strength and uniaxial tensile strength.
各向异性参数、单轴抗压强度和单轴抗拉强度是分布函数，其分布可以用微结构张量和加载方向表示。
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