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等截面单桩抗拔承载性状试验研究
引用本文:王之军,管志新,刘建平,吴喜江.等截面单桩抗拔承载性状试验研究[J].探矿工程,2006,33(4):1-4.
作者姓名:王之军  管志新  刘建平  吴喜江
作者单位:北京建材地质工程公司;中国水电顾问集团公司北京勘测设计研究院;中国地质大学〈北京〉工程技术学院;中国水电顾问集团公司北京勘测设计研究院
摘    要:在基坑中对等截面单桩进行了抗拔静载试验,在桩身设置应变式钢筋计,成功测得桩身各截面的应变数据。分析试验所得数据,对试验抗拔桩抗拔系数的取值、侧摩阻力的发挥、混凝土桩身的开裂等进行了探讨,相应给出了抗拔桩的设计建议。

关 键 词:基坑  抗拔桩  等截面单桩  抗拔承载力  侧摩阻力  长螺旋灌注桩
收稿时间:2006/3/9 0:00:00
修稿时间:2006/3/9 0:00:00

Test and Research on Anti-lift Properties of Single Pile with Uniform Cross Section
WANG Zhi-jun,GUAN Zhi-xin,LIU Jian-ping and WU Xi-jiang.Test and Research on Anti-lift Properties of Single Pile with Uniform Cross Section[J].Exploration Engineering(Drilling & Tunneling),2006,33(4):1-4.
Authors:WANG Zhi-jun  GUAN Zhi-xin  LIU Jian-ping and WU Xi-jiang
Institution:Beijing Building Material Geotechnical Company;Beijing Survey Design Institute under China Hydroelectricity Adviser Group Company;China University of Geosciences;Beijing Survey Design Institute under China Hydroelectricity Adviser Group Company
Abstract:Anti-lift static test was made on single pile with uniform cross section in foundation pits. Strain type steel device was installed on the pile and the strain data on different section in pile were measured successfully. Discussion on value of anti-lift coefficient of test piles, development of lateral friction drag and cracking of concrete pile body were made. The design suggestions about anti-lift piles were given out.
Keywords:foundation pits  anti-lift piles  single pile with uniform cross section  anti-lift capacity  lateral friction drag  llong helix bored piles
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