Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges
文献类型:期刊论文
作者 | Li, Shaojun1; Sun, Qiancheng1,2; Zhang, Zhenhua3; Luo, Xianqi4 |
刊名 | ENVIRONMENTAL EARTH SCIENCES
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出版日期 | 2018 |
卷号 | 77期号:4页码:- |
关键词 | Soil slope Instability Reservoir impoundment Centrifuge modelling |
ISSN号 | 1866-6280 |
DOI | 10.1007/s12665-018-7321-x |
英文摘要 | Increasing attention is being given to investigations of failure mechanisms of unstable slopes influenced by water fluctuation during impoundment, such as in the case of reservoir landslides surrounding the Three Gorges, China. In this paper, two typical soil slopes with thin and thick rear edges are considered in a systematic investigation of the large-scale landslides triggered by reservoir impoundment. Physical model test, centrifugal modelling and numerical analysis are presented; these show the deformation evolution process and are aimed at obtaining the physical and mechanical laws that govern deformation and failure of such typical slopes during increasing water levels in a reservoir. The results indicate that deformation of the soil slopes triggered by impoundment can be divided into three stages: the rapid deformation stage, the slow development stage and the convergence creep stage. Moreover, deformation increases rapidly in the initial water level increase, and deformation growth slows with continued increase in water levels. Although the failure modes of the two typical slopes were not identical, the deformation in both started when soil softening occurred, suggesting that the initial phase of water level rise is likely the most dangerous phase with respect to soil slope stability. The results are likely to provide a foundation for further disaster mechanism studies, as well as disaster prevention and reinforcement design of reservoir soil slopes. |
WOS研究方向 | Environmental Sciences & Ecology ; Geology ; Water Resources |
语种 | 英语 |
WOS记录号 | WOS:000426755300033 |
出版者 | SPRINGER |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4223] ![]() |
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 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ; 2.Univ Chinese Acad Sci ; 3.Hefei Univ Technol, Sch Civil Engn; 4.Shanghai Jiao Tong Univ, Sch Naval Architecture Ocean & Civil Engn |
推荐引用方式 GB/T 7714 | Li, Shaojun,Sun, Qiancheng,Zhang, Zhenhua,et al. Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges[J]. ENVIRONMENTAL EARTH SCIENCES,2018,77(4):-. |
APA | Li, Shaojun,Sun, Qiancheng,Zhang, Zhenhua,&Luo, Xianqi.(2018).Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges.ENVIRONMENTAL EARTH SCIENCES,77(4),-. |
MLA | Li, Shaojun,et al."Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges".ENVIRONMENTAL EARTH SCIENCES 77.4(2018):-. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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