中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Analytic solution to soil arching effect and its application based on interaction of slope soil and piles

文献类型:期刊论文

作者Li, S. J.; Feng, X. T.; Chen, J.
刊名MATERIALS RESEARCH INNOVATIONS
出版日期2011
卷号15页码:S578-S581
关键词Analytic solution Interaction of slope soil and piles Soil arching effect Maximum pile spacing
ISSN号1432-8917
DOI10.1179/143307511X12858957676876
英文摘要Rectangle piles have been widely used to stabilise problematic slopes with typically non-linear plastic deformation behaviour. This paper introduces analytic solutions to soil arching effect based on the slope soil and piles interaction. In view of stress condition of the passive piles subjected to the lateral force, the stress expression of arbitrary point of the soil behind the piles is derived from soil mechanics, elastic and plastic theories, and the mechanical model of soil arch is built. Stress isoline distribution of soil arch is found to be hyperbolic, shoulder expansion arch, saddle and domal. After the influence factors on soil arching effect are discussed in detail, the governing equation of maximum pile spacing is established based on the Mohr-Coulomb theory of soil shearing strength. Finally, a practical case of slope prevention engineering is given for the design of pile spacing to verify the rationality of analytic solution.
WOS研究方向Materials Science
语种英语
WOS记录号WOS:000288859000141
出版者MANEY PUBLISHING
源URL[http://119.78.100.198/handle/2S6PX9GI/3263]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位Chinese Acad Sci, State Key Lab Geomech & Geotechin Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Li, S. J.,Feng, X. T.,Chen, J.. Analytic solution to soil arching effect and its application based on interaction of slope soil and piles[J]. MATERIALS RESEARCH INNOVATIONS,2011,15:S578-S581.
APA Li, S. J.,Feng, X. T.,&Chen, J..(2011).Analytic solution to soil arching effect and its application based on interaction of slope soil and piles.MATERIALS RESEARCH INNOVATIONS,15,S578-S581.
MLA Li, S. J.,et al."Analytic solution to soil arching effect and its application based on interaction of slope soil and piles".MATERIALS RESEARCH INNOVATIONS 15(2011):S578-S581.

入库方式: OAI收割

来源:武汉岩土力学研究所

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