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水泥土搅拌桩质量及复合地基承载力研究
引用本文:李秋苗,闫明.水泥土搅拌桩质量及复合地基承载力研究[J].建筑科学与工程学报,2004,21(4):11-13.
作者姓名:李秋苗  闫明
作者单位:1. 西安科技大学,基建处,陕西,西安,710054
2. 西安科技大学,基础部,陕西,西安,710054
摘    要:水泥土搅拌桩在处理软弱地基中被经常采用 ,但其加固软弱地基土的效果受多种因素的影响。结合工程实例 ,采用静载荷试验、低应变动测及钻孔抽芯等方法 ,通过一定时间间隔的反复测试 ,分析研究了影响水泥土搅拌桩桩体质量和复合地基承载力的可能原因。通过工程实例可知 ,承载力在时间和空间上都存在差异。时间上的差异 ,可以考虑根据水泥特性和环境因素安排测试时间 ;空间上的差异 ,应考虑不同桩的强度和场地内不同区域土的物理和化学性质上的差异。

关 键 词:水泥土搅拌桩  静载荷试验  低应变动测  承载力
文章编号:1001-7569(2004)04-0011-03
修稿时间:2004年8月25日

Experimental study of quality on cement-soil pile compound foundation
LI Qiu-miao,YAN Ming.Experimental study of quality on cement-soil pile compound foundation[J].Journal of Architecture and Civil Engineering,2004,21(4):11-13.
Authors:LI Qiu-miao  YAN Ming
Affiliation:LI Qiu-miao1,YAN Ming2
Abstract:Cement-soil pile is widely adopted in architecture foundation.While its quality of strengthening soft soil foundation is affected by various factors.Then,according to a practical project,applying two sorts of test methods: static loading and low-strain dynamic loading,by two tests which span within a certain of time,some clause that possible affect the results of tests are drawed.According to the engineering,the difference is exist between time and space.The difference of time can solved by arranging time according to the proprety of cement and environment.In space,the question can solved by considering the strength of piles and the difference between physical and chemistry of pile.
Keywords:cement-soil pile  static loading  low-strain dynamic loading  bearing capacity
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