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重力挡土墙地震反应研究评述

Review of study on seismic response of gravity type retaining wall

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【作者】 陈学良陶夏新陈宪麦周晓岩袁一凡

【Author】 CHEN Xue-liang~(1),TAO Xia-xin~(2),CHEN Xian-mai~(3),ZHOU Xiao-yan~(2),YUAN Yi-fan~(1) (1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.Harbin Institute of Technology,Harbin 150008,China;3.China Academy of Railway Sciences,Beijing 100081,China)

【机构】 中国地震局工程力学研究所哈尔滨工业大学铁道科学研究院中国地震局工程力学研究所 黑龙江哈尔滨150080黑龙江哈尔滨150008北京100081黑龙江哈尔滨150080

【摘要】 首先,对重力挡土墙的地震反应机理进行了探讨,在此基础上简要回顾了国内外抗震设计规范的演变进程;然后,对挡土墙地震反应的研究方法进行了细致评述,包括拟静力极限平衡分析法、简化条件解析法、极限位移法、地震土压力简化公式、集总参数法、整体有限元法、现场地震调查、离心机试验、振动台试验和原型观测实验等;最后,指出了需要解决的问题并提出了今后的研究方向。

【Abstract】 Firstly,seismic response mechanism of gravity type retaining wall(GTRW) is discussed.And based on this,aseismic design codes of retaining wall at home and abroad are evaluated.Then,analysis methods of GTRW, including pseudo-static equilibrium method,analytical method on simple condition,limit displacement method,simple formula of earthquake earth pressure,lumped parameter method,FEM,seismic investigations in field and centrifugal test, shaking table test and prototype test,etc.are carefully reviewed.At the same time,concise remarks are made.Finally,existing problems are pointed out and the study problems,which need to be done in future,are suggested.Especially,combined with soil test,development of a nonlinear numerical simulation technique with higher efficiency,accuracy,more stability and possibility to consider water effect in soil is a trend.

  • 【文献出处】 自然灾害学报 ,Journal of Natural Disasters , 编辑部邮箱 ,2006年03期
  • 【分类号】TU476.4
  • 【被引频次】23
  • 【下载频次】415
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