Experimental Study on CBR Swelling Characteristics of Remolded Expansive Soil

Ai Jun Chen; Jia Sheng Zhang; Hong Bo Zou

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

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 287-290Experimental Study on CBR Swelling Characteristics...

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.

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Periodical:

Advanced Materials Research (Volumes 287-290)

Pages:

1267-1270

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.287-290.1267

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Online since:

July 2011

Authors:

Ai Jun Chen, Jia Sheng Zhang, Hong Bo Zou

Keywords:

CBR Swelling Content, Expansive Soil, Initial Moisture Content, Swelling Rate

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