Experimental Study on CBR Swelling Characteristics of Remolded Expansive Soil

Abstract:

Article Preview

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.

Info:

Periodical:

Advanced Materials Research (Volumes 287-290)

Edited by:

Jinglong Bu, Pengcheng Wang, Liqun Ai, Xiaoming Sang, Yungang Li

Pages:

1267-1270

DOI:

10.4028/www.scientific.net/AMR.287-290.1267

Citation:

A. J. Chen et al., "Experimental Study on CBR Swelling Characteristics of Remolded Expansive Soil", Advanced Materials Research, Vols. 287-290, pp. 1267-1270, 2011

Online since:

July 2011

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Price:

$35.00

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