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
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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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