A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonantcolumnmethod.
采用共振柱试验方法,提出了一个非均等固结下砂土最大动剪切模量新的增长公式。
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The effects of the consolidation ratios on the maximum dynamic shear modulus and the dynamic shear modulus versus the shear strain of sands are presented by using the resonantcolumnmethod.