Investigation on California Bearing Ratio (CBR) characteristics of cement bound shredded tire geocomposite / Chow Shiao Huey and Sayani Khorim

Chow, Shiao Huey and Khorim, Sayani (2007) Investigation on California Bearing Ratio (CBR) characteristics of cement bound shredded tire geocomposite / Chow Shiao Huey and Sayani Khorim. Esteem Academic Journal, 3. pp. 53-63. ISSN 1675-7939

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Abstract

This study investigates the California Bearing Ratio (CBR) characteristics of cement bound shredded tire geocomposite. A total of five test series were conducted to investigate the effect of curing day, repeatability of test specimen, effect of curing condition, effect of cement content and effect of rice husk ash (RHA) as cement replacement material on the cement bound shredded tire geocomposite. The CBR test results revealed that higher curing day and cement content increase the CBR of shredded tire geocomposite. On the contrary, a higher RHA content reduces the CBR of the geocomposite.

Item Type: Article
Uncontrolled Keywords: California Bearing Ratio (CBR); Geocomposite; Test specimen
Subjects: T Technology > TA Engineering. Civil engineering > Materials of engineering and construction
T Technology > TF Railroad engineering and operation > Railroad surveying
Divisions: Universiti Teknologi MARA, Pulau Pinang
Depositing User: Staf Pendigitan 1
Date Deposited: 06 Oct 2016 01:26
Last Modified: 06 Oct 2016 01:26
URI: http://ir.uitm.edu.my/id/eprint/14865

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