Research on optimal design of embedding anti-slide pile by finite element method
文献类型:会议论文
作者 | Luo Yu1,2![]() ![]() |
出版日期 | 2010 |
会议日期 | JUN 14-19, 2010 |
会议地点 | Chengdu Univ Technol, Chengdu |
关键词 | embedding pile anti-slide pile finite element method optimal design slope stability |
页码 | 948-953 |
国家 | PEOPLES R CHINA |
英文摘要 | Slope stability can be increased in different ways. Anti-slide pile is the most common measure for slope reinforcement. A new structure of embedding anti-slide pile was put forward to pile optimal design. The paper use strength reduction fmite element method to study the optimal design of embedding anti-slide pile by a certain slope. The FEM computing software ANASYS is adapted to computing. We have obtained several results, such as embedding anti-slide pile lengths versus the stability of a certain slope, i.e. pile length versus slide surface position and safe coefficient, and then choose out the best length for embedding anti-slide pile. Meanwhile inner forces of embedding anti-slide pile are also studied. There isn't a definite criterion to embedding anti-slide pile design, so when we use the embedding anti-slide pile to practice engineering, finite element method numerical simulation method should be used to study the stability of slope before to make insure slope reinforcements safety. |
源文献作者 | Wang, X ; Xia, J ; Yan, J ; Xu, Y ; Ye, C ; Luo, Y |
产权排序 | 1 |
会议录 | NEAR-SURFACE GEOPHYSICS AND GEOHAZARDS - PROCEEDINGS OF THE 4TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL AND ENGINEERING GEOPHYSICS, VOLS 1 AND 2
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会议录出版者 | Chengdu Univ Technol |
语种 | 英语 |
ISBN号 | 978-1-933100-37-1 |
WOS记录号 | WOS:000395216700164 |
源URL | [http://ir.imde.ac.cn/handle/131551/34186] ![]() |
专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
通讯作者 | Luo Yu |
作者单位 | 1.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China 2.Chinese Acad Sci, Key Lab Mt Hazards & Surface Proc, Chengdu 610041, Peoples R China; |
推荐引用方式 GB/T 7714 | Luo Yu,He Siming. Research on optimal design of embedding anti-slide pile by finite element method[C]. 见:. Chengdu Univ Technol, Chengdu. JUN 14-19, 2010. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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