Experimental Study on CBR Swelling Characteristics of Remolded Expansive Soil

被引:1
|
作者
Chen, Aijun [1 ,2 ]
Zhang, Jiasheng [2 ]
Zou, Hongbo [1 ]
机构
[1] Hunan Inst Engn, Sch Architecture Engn, Xiangtan 411108, Hunan, Peoples R China
[2] Cent South Univ Technol, Sch Civil Engn & Architecture, Changsha 410083, Hunan, Peoples R China
来源
关键词
Expansive Soil; CBR Swelling Content; Swelling Rate; Initial Moisture Content;
D O I
10.4028/www.scientific.net/AMR.287-290.1267
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The means of current experimental study on expansive soil dilatancy primarily count on triaxial apparatus and compression apparatus. The narrative revealed in the article is in relation with expansive soil trial by means of CBR test, with outcome linked to regulation among swelling amount rating with time, initial moisture content, and dry density, which leads to high value associated with implication for predicting expansive soil deformation with moisture.
引用
收藏
页码:1267 / +
页数:2
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