干燥岩石各向异性很弱，液体促进了饱和岩石各向异性的增强。

The anisotropy of dry rocks is very small, while it is enhanced by the fluids.

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在混合物理论基础上，建立了饱和、非饱和岩石损伤软化统计本构模型。

Then the statistical damage constitutive model is developed for saturated and unsaturated rock based on the mixture theory.

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根据CT原理，推导基于CT数的非饱和岩石标量型损伤变量的计算公式。

Based on the principle of CT, the scalar damage variants of unsaturated rocks are presented with the CT values.

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