Stability Analysis of Slopes Reinforced with Piles Using Limit Analysis Method
文献类型：会议论文
| 作者 | He SM ; Li XP
|
| 出版日期 | 2006 |
| 会议名称 | Advances in Earth Structures: Research to Practice-Proceedings of the GeoShanghai Conference |
| 会议日期 | 2006 |
| 会议地点 | Shanghai, China |
| 关键词 | no |
| 页码 | 105-112 |
| 通讯作者 | 何思明 |
| 英文摘要 | A simplified methodology is proposed for the stability analysis of slopes reinforced with one row of piles. To account for the presence of piles, an existing method which is based on the theory of plasticity is used to determine the lateral forces acting on the piles. Then, the kinematic approach of limit analysis is used to analyze the stability of the slope. The rate of external work due to the pile force is added to the energy equation and expressions are derived to calculate the safety factor of slope reinforced with piles. Using the proposed method, a study is carried out to illustrate the effect of piles on slope stability. Finally, the most suitable location of piles within the slope and the effect of pile spacing and diameter on the safety factor are discussed. |
| 收录类别 | EI |
| 会议主办者 | Shanghai Society of Civil Engineering ; American Society of Civil Engineers |
| 会议录 | Advances in Earth Structures: Research to Practice
 |
| 学科主题 | 岩土力学 |
| 语种 | 中文 |
| 源URL | [http://192.168.143.20:8080/handle/131551/4722]  |
| 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 |
| 推荐引用方式 GB/T 7714 | He SM,Li XP. Stability Analysis of Slopes Reinforced with Piles Using Limit Analysis Method[C]. 见:Advances in Earth Structures: Research to Practice-Proceedings of the GeoShanghai Conference. Shanghai, China. 2006. |
入库方式： OAI收割
来源：成都山地灾害与环境研究所
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。