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本文旨在评述砂土在类似于图1,所示的荷载作用下,动剪切模量和阻尼系数方面有价值的资料,给出砾石类似性质的最新资科以及为分析目的对土的指标选择提供一个有用规准的使用结果。
The purpose of this paper is to review valuable data on the dynamic shear modulus and damping coefficient of sand under similar loads as shown in Fig. 1, and to give the latest information on the similar properties of gravel and the indicators for soil analysis purposes. Choose to provide a useful standard of usage results.