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砂土液化诱发的地面侧移机理研究
引用本文:景立平,张荣祥.砂土液化诱发的地面侧移机理研究[J].地震工程与工程振动,1996,16(3):128-136.
作者姓名:景立平  张荣祥
作者单位:国家地震局工程力学研究所
摘    要:本文分析了砂土液化诱发的地面侧移的机理,提出了估计砂土液化诱发的地面侧移的一种新的方法。

关 键 词:砂土液化  抗剪强度  地面侧移

STUDY ON MECHANISM OF GROUND LATERAL DEFORMATION INDUCED BY LIQUEFACTION
Jing Liping,Wang Shaobo.STUDY ON MECHANISM OF GROUND LATERAL DEFORMATION INDUCED BY LIQUEFACTION[J].Earthquake Engineering and Engineering Vibration,1996,16(3):128-136.
Authors:Jing Liping  Wang Shaobo
Abstract:In this paper, the mechanism of ground lateral deformation caused by liquefaction is analysed.A new method is presented to evaluate the permanent lateral displacements of ground due to seimically induced liquefaction.This method uses the law of pore pressure in saturated sand to revise the yield strength of sand,and the model of Newmark's rigid block is used to calculate the permanent lateral displacements of ground in every stress cycle. The method presented is more resonable in physical mechanism and the numerical results are coincident with the earthquake damage.
Keywords:Liquefaction  Yield strength  Lateral deformation of ground  
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