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.

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Item Type: Article
Creators:
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Chow, Shiao Huey
UNSPECIFIED
Khorim, Sayani
UNSPECIFIED
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
Journal or Publication Title: Esteem Academic Journal
ISSN: 1675-7939
Volume: 3
Page Range: pp. 53-63
Item ID: 14865
Uncontrolled Keywords: California Bearing Ratio (CBR); Geocomposite; Test specimen
URI: https://ir.uitm.edu.my/id/eprint/14865

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14865

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