| 冻结法施工软土深基坑的可行性研究 |
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| 引用本文： | 曹光保,周芳.冻结法施工软土深基坑的可行性研究[J].安徽理工大学学报(自然科学版),2000,20(2):23-27. |
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| 作者姓名： | 曹光保 周芳 |
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| 作者单位： | 1. 淮南工业学院土木工程系,安徽,淮南,232001
2. 淮南市建筑管理处,安徽,淮南,232001 |
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| 摘 要： | 通过对淤泥质粘土冻结后的力学性能以及冻土墙的稳定性的阐述,并对冻结法施工软土深基坑在经济、技术方面的可行性进行了分析.结果表明:淤泥质粘土冻结后具有一定的强度,利用冻土墙维护软土深基坑在经济、技术上都是可行的.
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| 关 键 词： | 冻土墙 支护 坑壁 |
| 修稿时间： | 1999-12-14 |
Study on possibility of constructing deep softclay foundation pit by freezing method |
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| CAO Guang-bao,ZHOU Fang.Study on possibility of constructing deep softclay foundation pit by freezing method[J].Journal of Anhui University of Science and Technology:Natural Science,2000,20(2):23-27. |
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| Authors: | CAO Guang-bao ZHOU Fang |
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| Abstract: | This paper discusses and analyses the possibility of the freezing method in constructing deep softclay foundation pit,through studing the mechinical properties of frozen mucky soil and the stability of frozen wall.A conclusion is obtained that under certain circumstances,it is feasible and practicable to build frozensoil walls to maintain the foundation pits. |
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| Keywords: | forzensoil walls maintenance foundation pit |
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