中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A strength reduction method based on double reduction parameters and its application

文献类型:期刊论文

作者Yuan Wei; Bai Bing; Li Xiao-chun; Wang Hai-bin
刊名JOURNAL OF CENTRAL SOUTH UNIVERSITY
出版日期2013
卷号20期号:9页码:2555-2562
关键词double reduction parameter strength reduction method matching reduction principle slope stability
ISSN号2095-2899
DOI10.1007/s11771-013-1768-4
英文摘要In the traditional strength reduction method, the cohesion and the friction angle adopt the same reduction parameter, resulting in equivalent proportional reduction. This method does not consider the different effects of the cohesion and friction angle on the stability of the same slope and is defective to some extent. Regarding this defect, a strength reduction method based on double reduction parameters, which adopts different reduction parameters, is proposed. The core of the double-parameter reduction method is the matching reduction principle of the slope with different angles. This principle is represented by the ratio of the reduction parameter of the cohesion to that of the friction angle, described as eta. With the increase in the slope angle, eta increases; in particular, when the slope angle is 45A degrees, eta is 1.0. Through the matching reduction principle, different safety margin factors can be calculated for the cohesion and friction angle. In combination with these two safety margin factors, a formula for calculating the overall safety factor of the slope is proposed, reflecting the different contributions of the cohesion and friction angle to the slope stability. Finally, it is shown that the strength reduction method based on double reduction parameters acquires a larger safety factor than the classic limit equilibrium method, but the calculation results are very close to those obtained by the limit equilibrium method.
WOS研究方向Metallurgy & Metallurgical Engineering
语种英语
WOS记录号WOS:000324101900026
出版者JOURNAL OF CENTRAL SOUTH UNIV TECHNOLOGY
源URL[http://119.78.100.198/handle/2S6PX9GI/3496]  
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
Yuan Wei,Bai Bing,Li Xiao-chun,et al. A strength reduction method based on double reduction parameters and its application[J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY,2013,20(9):2555-2562.
APA Yuan Wei,Bai Bing,Li Xiao-chun,&Wang Hai-bin.(2013).A strength reduction method based on double reduction parameters and its application.JOURNAL OF CENTRAL SOUTH UNIVERSITY,20(9),2555-2562.
MLA Yuan Wei,et al."A strength reduction method based on double reduction parameters and its application".JOURNAL OF CENTRAL SOUTH UNIVERSITY 20.9(2013):2555-2562.

入库方式: OAI收割

来源:武汉岩土力学研究所

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