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岩土边坡地震稳定性分析研究评述

Review on study of seismic stability analysis of rock-soil slopes

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【作者】 刘红帅薄景山刘德东

【Author】 Liu Hongshuai, Bo Jingshan, Liu Dedong (Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China)

【机构】 中国地震局工程力学研究所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150080黑龙江哈尔滨150080

【摘要】 回顾了岩土边坡地震稳定性分析研究中的若干重要问题的研究进展,包括边坡岩土体地震反应分析方法、边坡岩土体的动力特性和强度准则及参数测试、边坡地震失稳机理与失稳位置、边坡地震稳定性评价指标与安全标准、边坡地震动输入和边坡地震稳定性评价指标的计算精度,还作了简要评述,指出存在的问题并提出今后的研究方向。

【Abstract】 Slope failure induced by earthquake is one of the most popular earthquake geological disasters. The state-of-the-art advancement of several important problems in seismic stability analysis of rock-soil slopes is reviewed, including analysis method of seismic response, dynamic properties, strength criteria, parameter testing, failure mechanism and failure location, seismic stability evaluation index and safety standard, earthquake input and computation accuracy of seismic stability evaluation index, and concise remarks are made. Then, existing problems are pointed out and the study problems, which need to be done in future, are suggested. Especially, the effects of the ground motion inputs on seismic stability analysis of rock-soil slopes are of great importance, but the study on them is rare, so we should study them preferentially.

  • 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2005年01期
  • 【分类号】P315.2
  • 【被引频次】236
  • 【下载频次】2650
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