中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction

文献类型:期刊论文

作者Xue, Haibin; Dang, Faning; Yin, Xiaotao; Ding, Weihua
刊名KSCE JOURNAL OF CIVIL ENGINEERING
出版日期2018
卷号22期号:9页码:3254-3262
关键词unified overload method safety factor potential sliding direction vector sum method
ISSN号1226-7988
DOI10.1007/s12205-017-1385-0
英文摘要STRENGTH REDUCTION TECHNIQUE; FINITE-ELEMENT METHODS; SLIP SURFACES; EMBANKMENTS
WOS研究方向Engineering
语种英语
WOS记录号WOS:000441994400008
源URL[http://119.78.100.198/handle/2S6PX9GI/15188]  
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.Xian Univ Technol, Inst Geotech Engn, Xian 710048, Shaanxi, Peoples R China;
2.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Xue, Haibin,Dang, Faning,Yin, Xiaotao,et al. Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction[J]. KSCE JOURNAL OF CIVIL ENGINEERING,2018,22(9):3254-3262.
APA Xue, Haibin,Dang, Faning,Yin, Xiaotao,&Ding, Weihua.(2018).Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction.KSCE JOURNAL OF CIVIL ENGINEERING,22(9),3254-3262.
MLA Xue, Haibin,et al."Unified Overload Method of Slope Stability Analysis Based on Potential Sliding Direction".KSCE JOURNAL OF CIVIL ENGINEERING 22.9(2018):3254-3262.

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。