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1)  large post-liquefaction deformation
液化后大变形
1.
Based on it, a rational approach was exploredsystematically for quantitative evaluation of large post-liquefaction deformation ofsaturated sand from aspects of physical fundamentals, constitutive model, numericalimplementation and practical application.
饱和土体震动液化后大变形的预测是已得到广泛重视但是仍然没有解决好的热点与难点研究课题。
2)  post-liquefaction deformation
液化后变形
1.
Study on uplift behavior of pipelines based on post-liquefaction deformation method;
基于液化后变形分析方法的地下管线上浮反应研究
3)  Deformation and Strength of Post-liquefaction
液化后变形与强度
4)  liquefaction-induced deformation
液化变形
1.
Numerical modeling of liquefaction-induced deformation in sand;
砂土液化变形的数值模拟
2.
Main framework and topics of seismic liquefaction study are summarized,including the current state of the art and trends,with respect to mechanism of liquefaction,susceptibility of liquefaction,liquefaction flowslides,liquefaction-induced deformation and numerical modeling techniques.
从液化的机理、液化可能性分析,液化稳定分析、液化变形分析及液化分析的数值方法等几个方面,总结了液化问题的主流研究思路和近期进展,指出了目前的不足和应着重研究的方向。
5)  large defor-mation hardening
大变形强化
6)  post-liquefaction deformation of silt
粉土液化变形
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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