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确定大长径比软岩嵌岩桩桩侧土阻时应注意的问题
引用本文:蔡江东,姜振泉.确定大长径比软岩嵌岩桩桩侧土阻时应注意的问题[J].四川建筑科学研究,2006,32(6):128-131.
作者姓名:蔡江东  姜振泉
作者单位:1. 中国矿业大学资源学院,江苏,徐州,221008;淮阴工学院土木系,江苏,淮阴,223001
2. 中国矿业大学资源学院,江苏,徐州,221008
摘    要:根据成桩工艺、土性状态查表确定桩周土侧阻极限标准值时,如不考虑长径比及土层相对桩身的位置,将会产生较大的误差,同时还可能对嵌岩桩的桩工机理产生误解。通过实例分析,说明了在确定大直径软岩嵌岩桩桩周土侧阻时应注意的问题。

关 键 词:嵌岩桩  承载力  侧阻  端阻  软岩
文章编号:1008-1933(2006)06-0128-04
收稿时间:2005-08-12
修稿时间:2005年8月12日

Problems on ascertaining the shaft-resistance of rock-socketed pile with large length-diameter ratio casted in soft rock
CAI Jiangdong,JIANG Zhenquan.Problems on ascertaining the shaft-resistance of rock-socketed pile with large length-diameter ratio casted in soft rock[J].Building Science Research of Sichuan,2006,32(6):128-131.
Authors:CAI Jiangdong  JIANG Zhenquan
Affiliation:1. Resource Institute of China University of Mine Technology,Xuzhou 221008,China; 2. Civil Engineering Department of Huaiyin Institute Technology,Huaiyin 223001 ,China
Abstract:Biggish error will be brought in ascertaining the bearing capacity of rock-socketed pile casted in soft rock when taking soil around pile and manufacture technology into account only. Ignoring length-diameter ratio of pile and stratum located along it, we may misapprehend the mechanism of the pile. Based on the field static load experiment, problems on ascertaining the bearing capacity of rock-socketed pile are analyzed in this paper.
Keywords:rock-socketed pile  bearing capacity  shaft-resistance  base resistance  soft-rock
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