Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method | |
Liu, Guoyang; Li, Junjie; Kang, Fei | |
刊名 | ROCK MECHANICS AND ROCK ENGINEERING
![]() |
2019 | |
卷号 | 52页码:3825-3848 |
关键词 | Toppling slope Failure mechanism 3D DDA Contact theory Laboratory experiment |
ISSN号 | 0723-2632 |
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/3224394 |
专题 | 大连理工大学 |
作者单位 | 1.Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China. 2.Dalian Univ Technol, Fac Infrastruct Engn, Sch Hydraul Engn, Dalian 116024, Peoples R China. 3.Tibet Univ, Sch Engn, Lhasa 850000, Peoples R China. |
推荐引用方式 GB/T 7714 | Liu, Guoyang,Li, Junjie,Kang, Fei. Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method[J]. ROCK MECHANICS AND ROCK ENGINEERING,2019,52:3825-3848. |
APA | Liu, Guoyang,Li, Junjie,&Kang, Fei.(2019).Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method.ROCK MECHANICS AND ROCK ENGINEERING,52,3825-3848. |
MLA | Liu, Guoyang,et al."Failure Mechanisms of Toppling Rock Slopes Using a Three-Dimensional Discontinuous Deformation Analysis Method".ROCK MECHANICS AND ROCK ENGINEERING 52(2019):3825-3848. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
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。
修改评论