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苏通大桥钻孔灌注桩承载力自平衡测试研究
引用本文:管义军.苏通大桥钻孔灌注桩承载力自平衡测试研究[J].现代交通技术,2006,3(1):22-25,56.
作者姓名:管义军
作者单位:江苏省苏通大桥建设指挥部,南通,226009
摘    要:本文通过苏通大桥16根试桩的承载力自平衡测试,介绍了自平衡法静载试验的原理和方法.并根据测试结果,分析了影响桩基承载力的控制因素,比较了压浆前后承载力的变化情况,提出了有效的措施.为基础的优化设计和后续施工提供了保证。

关 键 词:试桩工程  自平衡法  桩端压浆  等效转换  极限承载力
文章编号:1672-9889(2006)01-0022-04
收稿时间:2006-01-18
修稿时间:2006-01-18

Study of Self-balanced Load Tests for Bored Piles in Sutong Bridge
GUAN Yi-jun.Study of Self-balanced Load Tests for Bored Piles in Sutong Bridge[J].Modern Transportation Technology,2006,3(1):22-25,56.
Authors:GUAN Yi-jun
Institution:Jiangsu Provincial Sutong Bridge Construction Commanding Department, Nantong 226009, China
Abstract:This paper presents the principle and method of self-balanced load test by testing the capacity of sixteen trial bored piles of Sutong Bridge. In addition, it analyzes the controlling factor which influences pile bearing capacity based on testing results; It also introduces some effective measures after comparing the varied capacity pre- and post-grouting, which guarantees optimized design and subsequent construction.
Keywords:trial piling project  self-balanced load test  pile tip grouting  equivalent conversion  ultimate bearing capacity
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