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某铁路大桥钻孔灌注桩工程性状浅析
引用本文:韩爱果,韩坤立,徐满意,徐品焕.某铁路大桥钻孔灌注桩工程性状浅析[J].水文地质工程地质,2002,29(3):47-48,55.
作者姓名:韩爱果  韩坤立  徐满意  徐品焕
作者单位:1. 成都理工大学工程地质研究所,成都,610059
2. 成都市勘察测绘研究院,成都,610081
3. 天津市地质工程勘察院,天津,300191
摘    要:通过对某铁路特大桥钻孔灌注桩单桩竖向静载荷试验、桩身轴力测试,探讨钻孔灌注桩侧摩阻力发挥的影响因素及荷载传递中的工程性状,为钻孔灌注桩的设计、施工提供参考。

关 键 词:铁路大桥  钻孔灌注桩  桩侧摩阻力  桩端承载力  轴力  单桩竖向静载荷试验
文章编号:1000-3665(2002)03-0047-02

Preliminary analysis on the performance of a bored pile of a railway bridge
HAN Ai\|guo ,HAN Kun\|li ,XU Man\|yi ,XU Pin\|huan.Preliminary analysis on the performance of a bored pile of a railway bridge[J].Hydrogeology and Engineering Geology,2002,29(3):47-48,55.
Authors:HAN Ai\|guo  HAN Kun\|li  XU Man\|yi  XU Pin\|huan
Institution:HAN Ai\|guo 1,HAN Kun\|li 2,XU Man\|yi 3,XU Pin\|huan 3
Abstract:Vertical static bearing test and axis force test are both carried out in a bored pile of a railway bridge. Based on the test results, the influence factors of the exertion of lateral friction resistance and end bearing capacity of pile are analyzed in this paper, and references are provided for the design and construction of bored piles.
Keywords:lateral friction resistance of pile  end bearing capacity of pile  axis force  vertical static bearing test of single pile
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