Numerical Simulation Method Ascertaining Slope Stabilization Anti-slippery Pile's Basic Parameters
文献类型：会议论文
| 作者 | Feng, Wenjuan1; Ju, Xiaodong1,2; Zou, Zhengsheng1 |
| 出版日期 | 2012 |
| 会议日期 | OCT 20-21, 2012 |
| 会议地点 | China Three Gorges Univ, Yichang, PEOPLES R CHINA |
| 关键词 | anti-slide pile slope numerical simulation the position of anti-slide piles |
| 卷号 | 594-597 |
| DOI | 10.4028/www.scientific.net/AMR.594-597.222 |
| 页码 | 222 |
| 英文摘要 | Although anti-slide pile take a key position in slope-treating measures, the method of designing is far from perfect. The methods used in actual projects are based on the rigid body limit equilibrium methods. There is a tendency to using numerical methods in the progress of pile-designing. The safety factor of landslide is calculated according to shear strength reduction theory in the numerical simulation software. Using the shearing forces on pile and the safety factor can ascertain the position of anti-slide piles, the area and distance of piles. For numerical simulation can well perform the simulation slope moving and the load on piles and can give a more reasonable designing. |
| 源文献作者 | Wang, LH ; Xu, G |
| 会议录 | ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4
 |
| 会议录出版者 | TRANS TECH PUBLICATIONS LTD |
| 会议录出版地 | DURNTEN-ZURICH |
| 语种 | 英语 |
| WOS研究方向 | Engineering |
| WOS记录号 | WOS:000319084400042 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/4704]  |
| 专题 | 岩土力学所知识全产出_会议论文 |
| 作者单位 | 1.Henan Polytech Univ, Sch Civil Engn; 2.Chinese Acad Sci, Inst Rock & Soil Mech |
| 推荐引用方式 GB/T 7714 | Feng, Wenjuan,Ju, Xiaodong,Zou, Zhengsheng. Numerical Simulation Method Ascertaining Slope Stabilization Anti-slippery Pile's Basic Parameters[C]. 见:. China Three Gorges Univ, Yichang, PEOPLES R CHINA. OCT 20-21, 2012. |
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。