Principle of saturatedsand cyclic liquefaction evaluation by shear wave velocity is presented.
首先介绍了应用剪切波速判别饱和砂土振动液化的原理；
2
The study on the liquefaction characteristics of saturatedsand ground improved by soil -cement pile under under modeling the earthquake force is poorer.
对于如何预防砂土液化也成了岩土工程界的一个重要研究问题。
3
The transient effective shear-strength theory characterizing the strength change behavior of saturatedsand under cyclic loading is presented in this paper.