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固结灌浆方法在深厚新近填土地基加固中的应用
引用本文:杨照祥,李军,詹黔花.固结灌浆方法在深厚新近填土地基加固中的应用[J].贵州地质,2007,24(2):138-141.
作者姓名:杨照祥  李军  詹黔花
作者单位:1. 贵州省水利电力学校,贵州,贵阳,550002
2. 贵阳市白云区建设局,贵州,贵阳,550004
3. 贵州中建建筑研究设计院,贵州,贵阳,550006
摘    要:通过多种方案比选和论证,茅台酒厂4#酒库深厚的新近填土地基的处理采用了灌浆方法。处理后,经多种检测手段进行检测,地基力学性能明显提高,地基承载力特征值达到了150KPa,变形模量7.0Mpa的设计要求。

关 键 词:填土地基  处理方案比选  灌浆工艺  效果检测  承载力  变形模量
文章编号:1000-5943(2007)02-0138-03
修稿时间:2007-03-15

Application of Consolidation Grouting Method in Strengthening Thick Recent Filled-in Ground
YANG Zhao-xiang,LI Jun,ZHAN Qian-hua.Application of Consolidation Grouting Method in Strengthening Thick Recent Filled-in Ground[J].Guizhou Geology,2007,24(2):138-141.
Authors:YANG Zhao-xiang  LI Jun  ZHAN Qian-hua
Institution:1. Academy of Hydraulic Electricity, Guiyang 550002, Guizhou; 2. Construction Bureau of Baiyun District, Guiyang 550004, Guizhou, China ; 3. Institute of Construction Designing, Guiyang 550006, Guizhou, China
Abstract:Based on comparable selection and verification on schemes,thick recent filled-in ground at fourth wine reservoir of Maotai Wine Factory chooses consolidation grouting method.As a result,mechanical property of the ground enhance evidently,bearing capacity of subsoil reach to 150Kpa and 7.0Mpa deformation modulus within the requirement of designing
Keywords:filled-in ground  comparable selection of disposal schemes  consolidation grouting technique  effective testing  bearing capacity  deformation modulus
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