Experimental study of expansive soil improved by lime

被引：0
|
作者：
Guo, Minglei [1 ]
机构：
[1] Taiyuan Univ Technol, Coll Architecture & Civil Engn, Taiyuan 030024, Shanxi, Peoples R China
来源：
CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4 | 2014年 / 838-841卷
关键词：
expansive soil; lime; contraction coefficient; expansion;
D O I：
10.4028/www.scientific.net/AMR.838-841.991
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Expansive soil mixed with a certain amount of lime in the post-isostatic pressing, as measured through the oedometer specimen expansion and contraction coefficient changes. Test divided load and no-load charge plus two groups, drawn economically reasonable dosage of lime for building design and construction to provide evidence.
引用
收藏
页码：991 / 994
页数：4
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