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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.
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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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