| 浅谈湿陷性黄土地基处理 |
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| 引用本文： | 简立龙,张华,吴志东.浅谈湿陷性黄土地基处理[J].南昌水专学报,2004,23(1):11-15. |
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| 作者姓名： | 简立龙 张华 吴志东 |
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| 作者单位： | [1]武警水电部队第二总队,江西新余336500 [2]南昌水利水电高等专科学校教务处,江西南昌330029 [3]新干县交通局,江西新干331300 |
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| 摘 要： | 以西安商场工程湿陷性黄土地基处理为例，论述了该工程地基处理方案的选择思路及采用的土或灰土垫层换填法设计施工措施，分析了基础施工中基础出现不均匀沉降的原因，经堆载预压的办法处理地基，可减少工后沉降量，满足工程安全要求。
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| 关 键 词： | 湿陷性黄土 不均匀沉降 堆载预压 土垫层 基础施工 |
| 文章编号： | 1006-4869(2004)01-0011-04 |
| 修稿时间： | 2003年9月17日 |
A Brief Talk on Collapsible Loess Foundation Disposal |
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| JIAN Li long,ZHANG Hua,WU Zhi dong.A Brief Talk on Collapsible Loess Foundation Disposal[J].Journal of Nanchang College of Water Conservancy and Hydroelectric Power,2004,23(1):11-15. |
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| Authors: | JIAN Li long ZHANG Hua WU Zhi dong |
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| Affiliation: | JIAN Li long1,ZHANG Hua2,WU Zhi dong2 |
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| Abstract: | Taking collapsibility loess foundation handling of XI AN market project for example,how to select how to select foundation handling plan of the project is expounded. The adopted design and construction measures about ground layer of soil or mixed lime and soil are discussed. The reason that the foundation appears unsymmetrical sedimentation in the foundation construction is analyzed too. Stacking load and pressing beforehand is used in foundation handling to reduce sedimentation capacity when project has been completed and meet demand of the project safety. |
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| Keywords: | collapsible loess ground layer of soil or mixed lime and soil unsymmetrical settlement stacking load and pressing beforehand |
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