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高压注浆加固中、低压缩性土层实例浅析
引用本文:时杰.高压注浆加固中、低压缩性土层实例浅析[J].淮北职业技术学院学报,2005,4(3):74-75.
作者姓名:时杰
作者单位:淮北矿业集团勘探工程有限责任公司,安徽,淮北,235000
摘    要:以高压注浆加固中、低压压缩性土层,提高地基承载力特征值的工程为实例,通过对复合地基承栽力特征值的检测,说明用高压注浆的地基处理方法加固中、低压缩性土层是切实可行的。

关 键 词:注浆  地基承载力特征值  复合地基  地基处理
文章编号:1671-8275(2005)03-0074-02
收稿时间:2005-04-22
修稿时间:2005年4月22日

The Example of Grouting in High Pressure to Consolidate Compressive Soil in Middle-Low Pressure
SHI Jie.The Example of Grouting in High Pressure to Consolidate Compressive Soil in Middle-Low Pressure[J].Journal of Huaibei Professional and Technical College,2005,4(3):74-75.
Authors:SHI Jie
Abstract:This article represents the example of grouting in high pressure to consolidate compressiue soil in middle-low pressure and to advance characteristic value of subgrade bearing by means of testing characteristic value of composite subgrade bearing,explain the means is doable that ground treatment of grouting in high pressure to consolidate the compressive soil in middle-low pressure.
Keywords:Grouting  Characterstic value of subgrade bearing  Composite subgrade  Ground treatment
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