On this basis,this paper uses the Lagrangian element software to research the dynamic rensponse of the high fill embarkment under earthquake. By simulating the fill embarkment with different slope height and slope ratiothe, dynamic characteristics of fill embarkment are finded.
在此基础上,结合我国抗震设计规范,利用拉格朗日有限差分软件,对填方路堤进行了地震动力响应分析,通过改变填方路堤的坡高及坡比,掌握地震作用下填方路堤的动力特性。
参考来源 - 填方路堤地震响应分析·2,447,543篇论文数据,部分数据来源于NoteExpress
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