Paper Title:
Experimental Study on CBR Swelling Characteristics of Remolded Expansive Soil
  Abstract

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)
Chapter
Building Materials
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, J. S. Zhang, H. B. Zou, "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
$32.00
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