中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Global method for stability analysis of anchored slopes

文献类型:期刊论文

作者Zhang, Tan; Zheng, Hong; Sun, Cong
刊名INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS
出版日期2019
卷号43期号:1页码:124-137
关键词anchors global method limit equilibrium method slopes stabilization
ISSN号0363-9061
DOI10.1002/nag.2856
英文摘要Based on the global method, an approach is proposed to consider the effect of anchor reinforcement on slope stability, where equilibrium conditions are formulated in terms of the whole slip body. Anchor pre-tension is assumed to be undertaken by the whole slip body instead of individual slices, causing internal force within slope more realistic. Meanwhile, the optimization model for locating the critical slip surface is of weak nonlinearity and easy to solve using the conventional optimization procedures. The effects of anchoring orientation and position are thoroughly investigated, and interesting results are obtained.
WOS研究方向Engineering ; Materials Science ; Mechanics
语种英语
WOS记录号WOS:000452838100006
源URL[http://119.78.100.198/handle/2S6PX9GI/15100]  
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, Wuhan 430071, Hubei, Peoples R China
2.Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China;
推荐引用方式
GB/T 7714
Zhang, Tan,Zheng, Hong,Sun, Cong. Global method for stability analysis of anchored slopes[J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS,2019,43(1):124-137.
APA Zhang, Tan,Zheng, Hong,&Sun, Cong.(2019).Global method for stability analysis of anchored slopes.INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS,43(1),124-137.
MLA Zhang, Tan,et al."Global method for stability analysis of anchored slopes".INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS 43.1(2019):124-137.

入库方式: OAI收割

来源:武汉岩土力学研究所

浏览0
下载0
收藏0
其他版本

除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。