中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Stability Analysis of Dam Section No.26 of Three Gorges Project based on Vector Characteristic of Force

文献类型:期刊论文

作者Ge Xiurun; Zheng Hong; Wang Shuilin; Guo Mingwei
刊名DISASTER ADVANCES
出版日期2012
卷号5期号:4页码:186-190
关键词Slope stability analysis Limit equilibrium method Strength reduction technique The Three Gorges Project
ISSN号0974-262X
英文摘要At present, limit equilibrium method and strength reduction technique by finite element method are the most common analysis methods in slope stability analysis. However, most of these methods are based on the principle of strength reduction. It is need to be pointed out specially that the limited equilibrium stress state obtained by strength reduction is just an artificial and virtual state. In this study, based on the vector characteristics of force and actual stress state of slope, the anti-sliding stability of dam section No. 26 in the Three Gorges Project is analyzed, The calculating results show that it is not only rational to assess the stability of dam section, but also it is clear in physics and the formula of safety factor and its calculating process is very simple.
WOS研究方向Geology ; Meteorology & Atmospheric Sciences ; Water Resources
语种英语
WOS记录号WOS:000313100100029
出版者DISASTER ADVANCES
源URL[http://119.78.100.198/handle/2S6PX9GI/3368]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Ge Xiurun,Zheng Hong,Wang Shuilin,et al. Stability Analysis of Dam Section No.26 of Three Gorges Project based on Vector Characteristic of Force[J]. DISASTER ADVANCES,2012,5(4):186-190.
APA Ge Xiurun,Zheng Hong,Wang Shuilin,&Guo Mingwei.(2012).Stability Analysis of Dam Section No.26 of Three Gorges Project based on Vector Characteristic of Force.DISASTER ADVANCES,5(4),186-190.
MLA Ge Xiurun,et al."Stability Analysis of Dam Section No.26 of Three Gorges Project based on Vector Characteristic of Force".DISASTER ADVANCES 5.4(2012):186-190.

入库方式: OAI收割

来源:武汉岩土力学研究所

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