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层状反倾岩质边坡影响因素及反倾条件分析

Analysis on influential factors and toppling conditions of toppling rock slope

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【作者】 程东幸刘大安丁恩保赵红敏潘炜郭华锋

【Author】 CHENG Dong-xing,LIU Da-an,DING En-bao,ZHAO Hong-min,PAN Wei,GUO Hua-feng(1.Key Laboratory of Engineering Geomechanics,Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;2.South-Central Institute for Design and Survey of Hydroelectric Projects,State Power Corporation,Changsha 410014,China)

【机构】 中国科学院地质与地球物理研究所工程地质力学重点实验室国家电力公司中南勘测设计研究院中国科学院地质与地球物理研究所工程地质力学重点实验室 北京100029北京100029湖南长沙410014北京100029

【摘要】 借助广西龙滩水电站左岸边坡工程地质剖面模型以及岩体参数对反倾岩质边坡的影响因素进行了多工况分析,提出了边坡反倾优势角的范围。并通过不同模型对应同一点的位移矢量角对层状反倾岩质边坡的反倾条件进行了界定分析。通过与工程实例总结资料对比,其可用性强,并为反倾岩质边坡的快速破坏模式分析提供了科学依据。

【Abstract】 Based on the engineering geologic section model and rock mass parameter of left bank slope of Longtan Hydropower Station,the influential factors were analyzed with orthogonal analysis of toppling rock slope,the range of dominance of toppling slope,was proposed and the topping condition with displacement vector angle in the same nod of different models were also analyzed.Through contrast with the practical engineering case,the obtained results were shown to be applicable as a quick analysis method for failure mode of toppling rock slope.

【基金】 中国科学院知识创新资助项目(KZCX2-SW-134);国家973计划项目(2002CB412701)
  • 【文献出处】 岩土工程学报 ,Chinese Jounal of Geotechnical Engineering , 编辑部邮箱 ,2005年11期
  • 【分类号】TV223
  • 【被引频次】177
  • 【下载频次】1387
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