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 resonant column method.
采用共振柱试验方法，研究了固结比对砂土最大动剪切模量以及对动剪切模量比与剪应变非线性关系的影响。
This paper offers a direct verification of the maximum modulus principle. The method is simple and thus we might discuss the situation of the modulus change at any point of the region.
本文给出解析函数最大模原理一个较为直接的证明，方法简便，并可由此讨论区域内任一点处各方向上解析函数模的变化情况。
A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonant column method.
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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