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Numerical Analysis of the Earth Pressure during Earthquake on the Gravity Type Quay Wall

机译:重力式码头墙地震时土压力的数值分析

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The dynamic response of gravity type of quay wall was analyzed bymeans of Finite Element Method (FEM) with a focus on the inter actionbetween caisson and backfill ground. First;;the fundamental vibrationproperty of the quay wall is examined;;and the FEM model is calibrated,so as to simulate the observed behavior in a micro tremor measurement.Next;;the behavior of earth pressure on caisson from backfill ground inthe course of liquefaction is analyzed;;and the significant effect ofliquefaction on the stability of quay wall is indicated through thecomparative examination of the analytical results.
机译:通过有限元方法(FEM)对码头墙重力型动力响应进行了分析,重点研究了沉箱与回填土之间的相互作用。首先;检查码头墙的基本振动特性;并校准FEM模型,以模拟在微震测量中观察到的行为;其次;在回填过程中土压力作用于回填土对液化进行了分析;并且通过对分析结果的对比检验,表明了液化对码头墙稳定性的重大影响。

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