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《Chinese Journal of Underground Space and Engineering》 2009-03
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Inquiring the Concept and Loading Influence of Short Anti-sliding Pile

LEI Yong1,ZHENG Ying-ren1,CHEN Ke-qin2 (1.Department of Architectural Engineering,Logistical Engineering University of PLA,Chongqing 400041,China; 2.Chongqing Building Administrative Bureau of Dadukou District,Chongqing 400084,China)  
Adopting ANSYS software,this paper analyzes the most short length of anti-sliding pile in sliding body and in anchored parts.Force influences on short anti-sliding pile with some parameters of sliding body soil and sliding belts soil,such as C、φ、E and μ,are inquired.Some ideas are obtained: 1)The most short length of anti-sliding pile in sliding body should not less than 1/4 thickness of sliding body.2)The most short length of anti-sliding pile in anchored parts should not less than 1/4 length of pile in anchored rock body,and not less than 1/3 length in anchored soil body.3) This paper mainly inquires relation between forces on short anti-sliding pile with calculation parameters such as C、φ、E andμof sliding belts and sliding body.At the same time,the analysis of forces on short anti-sliding pile is more close to actual condition which considers both parameters of sliding belts and sliding body.
【CateGory Index】: TU473.1
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