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Using the well-known weighted residual method and finite element procedure, a nonlinear static analysis parallel with effective stress dynamic analysis has been made. 采用著名的加权剩余值法和等参数有限单元法，对坝体进行非线性静力分析和非线性有效应力动力分析。
The distinction between liquefaction and incipient failure has been clarified. Furthermore, a preliminary scheme of open-type effective stress dynamic analysis method is proposed. 此外，又根据砂土的结构和压缩特性，初步提出了开敞式有效应力动力分析方案。
In order to improve the analyzing method, an effective stress dynamic analysis method for evaluating liquefaction and for slope stability against earthquake is presented in this paper. 为了改进分析方法，本文提出验算液化和坝坡抗震稳定的有效应力动力分析法。 118.145.16.223