| 固结灌浆方法在深厚新近填土地基加固中的应用 |
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| 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 |
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| 作者姓名： | 杨照祥 李军 詹黔花 |
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| 作者单位： | 贵州省水利电力学校,贵州,贵阳,550002;贵阳市白云区建设局,贵州,贵阳,550004;贵州中建建筑研究设计院,贵州,贵阳,550006 |
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| 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。
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| 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 |
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| 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 |
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| Authors: | YANG Zhao-xiang LI Jun ZHAN Qian-hua |
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| Affiliation: | 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 |
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| 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 |
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| Keywords: | filled-in ground comparable selection of disposal schemes consolidation grouting technique effective testing bearing capacity deformation modulus |
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