中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Numerical studies of the position of piles in slope stabilization

文献类型:期刊论文

作者Xinpo Li; Siming He; Yu Luo; Yong Wu
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
DOI10.1080/17486025.2011.578668
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

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