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
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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 |
DOI | 10.1007/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
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