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大直径钻孔灌注长桩的静载试验研究
引用本文:赵顺波,刘爱军,耿六成. 大直径钻孔灌注长桩的静载试验研究[J]. 建筑结构, 2001, 31(10): 18-20
作者姓名:赵顺波  刘爱军  耿六成
作者单位:华北水利水电学院土木系,郑州,450045;河北省水利厅,石家庄,050011
基金项目:河北省南水北调中线工程勘察设计研究项目(冀中线 98 0 1)
摘    要:介绍直径为 1 0m ,长度为 68 0 3m的钻孔灌注试验桩的静载测试试验 ,对荷载 -沉降量曲线、桩身轴心压力沿深度的分布规律、桩侧摩阻力与桩土相对位移关系以及桩端反力等进行了计算分析 ,给出了主要受力土层的单位极限摩阻力建议值和试验桩的极限承载力建议值

关 键 词:钻孔灌注桩  静载试验  桩侧摩阻力  极限承载力

Experimental Research on Large Diameter Bored Cast-in-situ Pile Under Static Load
Zhao Shunbo Liu Aijun Geng Liucheng. Experimental Research on Large Diameter Bored Cast-in-situ Pile Under Static Load[J]. Building Structure, 2001, 31(10): 18-20
Authors:Zhao Shunbo Liu Aijun Geng Liucheng
Affiliation:Zhao Shunbo Liu Aijun Geng Liucheng
Abstract:It is introduced that the static load test method of a bored cast in situ pile with 1.0m of diameter and 68.03m of length tested in the highway bridge project from Jiaozuo to Gongyi across the Yellow River. The relationship of load to subside,the distribution of centric compressed force along pile depth,the relationship of friction force around pile to relative displacement between pile and soil,and the end active force of pile are analyzed. The unit ultimate friction force of the main layer of soil and the ultimate bearing capacity of the test pile are proposed.
Keywords:bored cast in situ pile  static load test  friction force around pile  ultimate bearing capacity  
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