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浅层地基土应用的新途径
引用本文:吴保全,李天斌.浅层地基土应用的新途径[J].水文地质工程地质,2006,33(4):23-27.
作者姓名:吴保全  李天斌
作者单位:1. 成都理工大学环境与土木工程学院,成都,610059;河南省诚城岩土工程有限公司,郑州,450002
2. 河南省诚城岩土工程有限公司,郑州,450002
摘    要:本文通过考察目前对浅层地基土的强度和变形研究现状及应用方法,提出了既能够利用浅部低强度地基土作为高层建筑基础的持力层,又能够反映土和工程结构之间相互作用,同时具备简单、方便、经济、安全等特点的土层围压应用。通过试验测试、工程实践效果证明了这种应用的合理性及有效性。

关 键 词:浅层土  工程结构  围压应用  地基
文章编号:1000-3665(2006)04-0023-05
收稿时间:2005-10-17
修稿时间:2005-12-26

The new approach in application on the shallow layer foundation soil
WU Bao-quan,LI Tian-bin.The new approach in application on the shallow layer foundation soil[J].Hydrogeology and Engineering Geology,2006,33(4):23-27.
Authors:WU Bao-quan  LI Tian-bin
Institution:1. College of Environment and Civil Engineering, Chengdu University of technology, Chengdu 610059, China ; 2. Henan Chengcheng corporation of geotechnical engineering, Zhengzhou 450002, China
Abstract:Investigated the present condition and applied current method to study the strength and strain of the foundation soil. The application of soil stress, now approach which make use of a shallow and low strength soil to be the key foundation of a high-rise building and demonstrate the interaction of both the soil body and the engineering structure again and simple, convenience, economy characteristics of etc. It has been proved through a series of experiments, tests, engineering fulfillment results that the application of soil stress is not only efficient and reasonable to consider an interaction of the soil body and the engineering structure again but also adaptability to the key foundation of a high-rise building.
Keywords:shallow soil  engineering construction  application of soil stress  foundation
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