IMHE OpenIR  > 成都山地所知识仓储(2009年以前)
地震斜坡稳定性评价方法
Alternative TitleA Method of Evaluting Earthquake Slope Stability
Language中文
乔建平
1991-05
Source Publication国际滑坡与岩土工程学术会议论文集 Ⅱ
Author of Source朱瑞赓等主编
Pages144-148
meeting国际滑坡与岩土工程学术会议论文集
Conference Date1991-5-21~23
Conference Place武汉
Country中国
Publication Place武汉
Publisher华中理工大学出版社
Contribution Rank1
Abstract本文在川滇地区地震滑坡总结的基础上,提出一种地震斜坡稳定性的评价方法。并以1976年5月29日云南龙陵-潞西7.1级地震为例,评价震区斜坡稳定性。
Other AbstractEvaluting stability earthquake slope is that combined the main conditions of slope (angle of interior friction ψ . cohesion C, angle of slope α ,maximum acceleration of intrinsic slope α~(max)) with the earthquake parametric(magnitue M, ditance of maxmum epicentre △, acceleration of earthquake α~ ρ)determine syntonclly safety facyor K. Evalute method: 1.calulate maximum epicentre distance of landslide; 2. determine maximum acceleration of intrinsic slope; 3. determine syntonically factor.
Keyword斜坡稳定性评价 地震滑坡 川滇地区
ISBN7-5609-0597-8
Indexed By其他
Document Type会议论文
Identifierhttp://ir.imde.ac.cn/handle/131551/26457
Collection成都山地所知识仓储(2009年以前)
Corresponding Author乔建平
Affiliation中国科学院水利部成都山地灾害与环境研究所
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Corresponding Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
乔建平. 地震斜坡稳定性评价方法[C]//朱瑞赓等主编. 武汉:华中理工大学出版社,1991:144-148.
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