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抗滑桩的土拱效应研究
引用本文:何国峰,柴琳琳,刘颖.抗滑桩的土拱效应研究[J].山西建筑,2014(26):56-58.
作者姓名:何国峰  柴琳琳  刘颖
作者单位:石家庄经济学院
基金项目:石家庄经济学院学生科技基金科研重点项目(项目编号:KAG201407)
摘    要:针对滑坡治理工程中抗滑桩与土体的相互作用引起的土拱效应对抗滑桩布桩的影响,结合已有的研究成果,对滑坡确定潜在滑动面,计算出滑坡推力,并基于PLAXIS有限元软件对潜在滑坡进行了分析计算,最终确定了此次滑坡工程中抗滑桩设计的最佳桩间距,为实际工程中抗滑桩的设计提供了依据。

关 键 词:抗滑桩  土拱效应  PLAXIS  桩间距

Study on the soil arching effect of anti slide pile
HE Guo-feng;CHAI Lin-lin;LIU Ying.Study on the soil arching effect of anti slide pile[J].Shanxi Architecture,2014(26):56-58.
Authors:HE Guo-feng;CHAI Lin-lin;LIU Ying
Affiliation:HE Guo-feng;CHAI Lin-lin;LIU Ying;Shijiazhuang University of Economics;
Abstract:Be aimed at the effect of the arrangement of anti slide pile of the interaction between pile and soil caused by landslide treatment engi-neering soil arching effect,and combined with the results of previous studies,to determine the potential sliding surface of landslide,and to calcu-late the landslide thrust,then use the finite element software PLAXIS to analyze the potential landslide,and ultimately determined the optimal pile spacing about pile design of landslide engineering,and provides a basis for the design of anti slide pile in practical engineering.
Keywords:anti slide pile  the soil arching effect  PLAXIS  pile spacing
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