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水泥土搅拌桩复合地基试验研究
引用本文:张勇. 水泥土搅拌桩复合地基试验研究[J]. 山西建筑, 2007, 33(36): 112-113
作者姓名:张勇
作者单位:厦门市建筑工程检测中心有限公司,福建,厦门,361004
摘    要:在对水泥土搅拌桩复合地基静载荷试验的基础上,分别对桩长和桩间距对复合地基承载力的影响、桩长与复合地基沉降量的关系以及不同桩间距和上部荷载下桩土应力比的变化规律进行了分析和研究,系统地阐述了水泥土搅拌桩复合地基特性,得到了一些有益的结论。

关 键 词:水泥土搅拌桩  复合地基  静载荷试验  桩长  桩间距
文章编号:1009-6825(2007)36-0112-02
修稿时间:2007-08-17

Test study on the composite foundation with cement-soil pile
ZHANG Yong. Test study on the composite foundation with cement-soil pile[J]. Shanxi Architecture, 2007, 33(36): 112-113
Authors:ZHANG Yong
Abstract:Based on static loading tests of cement-soil mixing composite foundation,the impact of the pile length and pile distance on the bearing capacity,the impact of the pile length on the settlement,as well as the variation rule of pile-soil stress ratio under varying pile distances and loads were analyzed.Specific properties of the composite foundation with cement-soil pile have been explained systematically and some useful results are obtained.
Keywords:cement-soil pile  composite foundation  static load test  pile length  pile distance
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