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Numerical studies of the position of piles in slope stabilization
Xinpo Li; Siming He; Yu Luo; Yong Wu
2011
Source PublicationGeomechanics and Geoengineering: An International Journal
ISSN1748-6025
EISSN1748-6033
Volume6Issue:3Pages:209-215
SubtypeArticles
Contribution Rank1
AbstractTo 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.
Keywordnumerical analysis pile slope stability factor of safety pile position
DOI10.1080/17486025.2011.578668
Indexed By其他
Language英语
Citation statistics
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/34832
Collection山地灾害与地表过程重点实验室
Corresponding AuthorSiming He
AffiliationKey laboratory of Mountain Hazards and Surface Process & Institute of Mountain Hazards and Environment, CAS, Chengdu 610041, China
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Corresponding Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
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.
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