Three-dimensional strength-reduction finite element analysis of slopes: geometric effects | |
Nian, T.K.; Huang, R.Q.; Wan, S.S.; Chen, G.Q. | |
刊名 | CANADIAN GEOTECHNICAL JOURNAL |
2012 | |
卷号 | 49页码:574-588 |
关键词 | slope stability three-dimensional strength-reduction finite-element method geometric configuration safety factor critical slip surface |
ISSN号 | 0008-3674 |
URL标识 | 查看原文 |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/4668348 |
专题 | 大连理工大学 |
作者单位 | 1.Dalian Univ Technol, Sch Civil & Hydraul Engn, State Key Lab Coastal & Offshore Engn, Inst Geotech Engn, Dalian 116024, Peoples R China. 2.Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China. 3.Kyushu Univ, Fac Engn, Dept Civil & Struct Engn, Fukuoka 8128581, Japan. |
推荐引用方式 GB/T 7714 | Nian, T.K.,Huang, R.Q.,Wan, S.S.,et al. Three-dimensional strength-reduction finite element analysis of slopes: geometric effects[J]. CANADIAN GEOTECHNICAL JOURNAL,2012,49:574-588. |
APA | Nian, T.K.,Huang, R.Q.,Wan, S.S.,&Chen, G.Q..(2012).Three-dimensional strength-reduction finite element analysis of slopes: geometric effects.CANADIAN GEOTECHNICAL JOURNAL,49,574-588. |
MLA | Nian, T.K.,et al."Three-dimensional strength-reduction finite element analysis of slopes: geometric effects".CANADIAN GEOTECHNICAL JOURNAL 49(2012):574-588. |
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