Numerical studies of the position of piles in slope stabilization
文献类型:期刊论文
作者 | Xinpo Li![]() ![]() ![]() ![]() |
刊名 | Geomechanics and Geoengineering: An International Journal
![]() |
出版日期 | 2011 |
卷号 | 6期号:3页码:209-215 |
关键词 | numerical analysis pile slope stability factor of safety pile position |
ISSN号 | 1748-6025 |
DOI | 10.1080/17486025.2011.578668 |
产权排序 | 1 |
文献子类 | Articles |
英文摘要 | To investigate the most suitable position of piles in slope stabilization, the two-dimensional finite difference code, FLAC 2D was used to evaluate the effects of pile location and spacing on the stabilization of slope reinforced with one row of piles. The numerical results were compared with those obtained by Bishop's simplified method and others. It is shown that the slope stability is significantly influenced by the soil-pile interaction, and that the failure mechanism of piled slope is different when the piles are located in the upper, middle and lower part of the slope. It was also found that the piles should be located in the middle part of the slope to achieve the maximum safety factor. The results indicated that the numerical simulation of pile-slope interaction can provide reasonable predictions. |
电子版国际标准刊号 | 1748-6033 |
语种 | 英语 |
源URL | [http://ir.imde.ac.cn/handle/131551/34832] ![]() |
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 | Siming He |
作者单位 | Key laboratory of Mountain Hazards and Surface Process & Institute of Mountain Hazards and Environment, CAS, Chengdu 610041, China |
推荐引用方式 GB/T 7714 | Xinpo Li,Siming He,Yu Luo,et al. Numerical studies of the position of piles in slope stabilization[J]. Geomechanics and Geoengineering: An International Journal,2011,6(3):209-215. |
APA | Xinpo Li,Siming He,Yu Luo,&Yong Wu.(2011).Numerical studies of the position of piles in slope stabilization.Geomechanics and Geoengineering: An International Journal,6(3),209-215. |
MLA | Xinpo Li,et al."Numerical studies of the position of piles in slope stabilization".Geomechanics and Geoengineering: An International Journal 6.3(2011):209-215. |
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。