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泥岩地基钻孔灌注桩承载力试验评价
引用本文:殷治宁,卞国炎,朱先祥. 泥岩地基钻孔灌注桩承载力试验评价[J]. 合肥工业大学学报(自然科学版), 2004, 27(9): 1038-1042
作者姓名:殷治宁  卞国炎  朱先祥
作者单位:安徽省交通基本建设工程质量监督站,安徽,合肥,230011;安徽省公路勘测设计院,安徽,合肥,230041
摘    要:依据某高速公路桥梁工程3根钻孔灌注桩的单桩竖向抗压静载试验,以及桩身轴力传递和桩侧阻力的测试,对其静载试验Q-S曲线的特性、桩身轴力传递机理、桩侧阻力和桩端承力发挥性状的分析,探讨了钻孔方法、泥浆循环等施工因素对钻孔灌注桩的工程性状的影响,揭示了泥岩地基中钻孔灌注桩的承载力特性和破坏机理模式。

关 键 词:钻孔灌注桩  静载试验  桩基承载力  施工因素
文章编号:1003-5060(2004)09-1038-05
修稿时间:2004-02-05

Experimental assessment of bearing capacity of the cast-in-situ bored pile in mudstone foundation
YIN Zhi-ning,BIAN Guo-yan,ZHU Xian-xiang. Experimental assessment of bearing capacity of the cast-in-situ bored pile in mudstone foundation[J]. Journal of Hefei University of Technology(Natural Science), 2004, 27(9): 1038-1042
Authors:YIN Zhi-ning  BIAN Guo-yan  ZHU Xian-xiang
Affiliation:YIN Zhi-ning~1,BIAN Guo-yan~1,ZHU Xian-xiang~2
Abstract:Three cast-in-situ bored piles are used as test piles to carry out the single-pile vertical compression static load experiment for the construction of a bridge on a highway. The pile's axial force transmission and lateral resistance properties were tested. The characteristic of the Q-S curve of the static load experiment, the transmission mechanism of the pile's axial force,and the performance of the pile's lateral resistance and end-bearing force are analyzed. The effect of the the borehole formation method and mud circulation on the engineering properties of the cast-in-situ bored pile are discussed. The characteristics of the bearing capacity of such pile in mudstone foundation as well as the pile's failure mechanism are found out.
Keywords:cast-in-situ bored pile  static load experiment  bearing capacity of pile foundation  construction factor
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