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Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model
Zhang, Yan-jun; Nian, Ting-kai; Guo, Xing-sen; Chen, Guang-qi; Zheng, Lu
刊名JOURNAL OF MOUNTAIN SCIENCE
2019
卷号16页码:1170-1183
关键词Slope stability Stratified rock Buckling Scale effect Bawang Mountain
ISSN号1672-6316
URL标识查看原文
WOS记录号[DB:DC_IDENTIFIER_WOSID]
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/3217330
专题大连理工大学
作者单位1.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China.
2.Kyushu Univ, Dept Civil & Struct Engn, Fac Engn, Fukuoka, Fukuoka 8128581, Japan.
3.Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Fujian, Peoples R China.
推荐引用方式
GB/T 7714
Zhang, Yan-jun,Nian, Ting-kai,Guo, Xing-sen,et al. Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model[J]. JOURNAL OF MOUNTAIN SCIENCE,2019,16:1170-1183.
APA Zhang, Yan-jun,Nian, Ting-kai,Guo, Xing-sen,Chen, Guang-qi,&Zheng, Lu.(2019).Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model.JOURNAL OF MOUNTAIN SCIENCE,16,1170-1183.
MLA Zhang, Yan-jun,et al."Modelling the flexural buckling failure of stratified rock slopes based on the multilayer beam model".JOURNAL OF MOUNTAIN SCIENCE 16(2019):1170-1183.
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