Natural soft clays often exhibit anisotropic properties.
天然软粘土一般都具有应力各向异性。
The algorithm could be applied to media with complex near surface whose anisotropic properties vary with depth as well as uniform anisotropic media.
此算法可以应用于均匀各向异性介质，也可以用于复杂地表及各向异性特性随深度变化的情况。
Accordingly, we think it necessary to consider anisotropic properties of foliated rocks as one of the important factors in each test of rock ultimate strength.
因此，我们认为在各项岩石强度试验中都必须将层状岩石的各向异性特征作为重要条件加以考虑。
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