Numerical Simulation Study on the Failure Mechanism of Bedding Rock Slope Based on the Lagrangian Multiplier Method
文献类型:会议论文
作者 | Yu, Fei; Zhang, Yu; Chen, Shan-xiong; Li, Jian |
出版日期 | 2014 |
会议日期 | JAN 11-12, 2014 |
会议地点 | Xian, PEOPLES R CHINA |
关键词 | bedding rock slope Lagrangian multiplier FEM bedding slide contact element |
卷号 | 513-517 |
DOI | 10.4028/www.scientific.net/AMM.513-517.2603 |
页码 | 2603-2606 |
英文摘要 | The weak formulation of the Lagrangian control equations considering the contact constraint conditions and the FEM discrete equations have been derived. The non-linear and non-smooth problems of the mechanical response are solved perfectly by adopting the suggestion method for which tolerance large tangential slipping of the contact surface. One excavation bedding rock slope of the Hu-Rong-Xi expressway is analyzed applying the method mentioned above. The distribution rules of the displacement, stress, strain, contact state, contact friction force and sliding distance under the status of critical sliding are obtained. The analysis results indicate that the failure of the bedding slope is a progressive course. The interlayer stagger firstly, then the deformation evaluates to creep bedding slip and the bottom rock occurs buckling slip at last. The destruction model changes form the bedding slide to rock buckling slip. |
会议录 | APPLIED SCIENCE, MATERIALS SCIENCE AND INFORMATION TECHNOLOGIES IN INDUSTRY
![]() |
会议录出版者 | TRANS TECH PUBLICATIONS LTD |
会议录出版地 | STAFA-ZURICH |
语种 | 英语 |
WOS研究方向 | Construction & Building Technology ; Engineering ; Mechanics |
WOS记录号 | WOS:000349668903126 |
源URL | [http://119.78.100.198/handle/2S6PX9GI/4818] ![]() |
专题 | 岩土力学所知识全产出_会议论文 国家重点实验室知识产出_会议论文 |
作者单位 | Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn |
推荐引用方式 GB/T 7714 | Yu, Fei,Zhang, Yu,Chen, Shan-xiong,et al. Numerical Simulation Study on the Failure Mechanism of Bedding Rock Slope Based on the Lagrangian Multiplier Method[C]. 见:. Xian, PEOPLES R CHINA. JAN 11-12, 2014. |
入库方式: OAI收割
来源:武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
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。