International Journal of Highway Engineering (한국도로학회논문집)
- Volume 8 Issue 2 Serial No. 28
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- Pages.31-35
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- 2006
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- 1738-7159(pISSN)
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- 2287-3678(eISSN)
Development of a Predictive Model for Cement Stabilised Roadbase
- Chai Gray W. (School of Engineering, Griffitth University Gold Coast Campus) ;
- Oh Erwin Y. (School of Engineering, Griffitth University Gold Coast Campus) ;
- Smith Warren (Stabilised Pavements of Australia Pty Ltd.)
- Published : 2006.06.01
Abstract
Cement stabilisation is a common method for stabilising recycled road base material and provides a longer pavement life. With cement effect, the increment of stiffness in the stabilised layer would provide better load transfer to the pavement foundation. The recycling method provides an environmentally option as the existing road base materials will not be removed. This paper presents a case study of a trial section along the North-South Expressway in West Malaysia, where the Falling Weight Deflectometer (FWD) was implemented to evaluate the compressive strength and in-situ stiffness of the cement stabilised road base material. The improvement in stiffness of the cement stabilised base layer was monitored, and samples were tested during the trial. FWD was found to be useful for the structural assessment of the cement-stabilised base layer prior to placement of asphalt layers. Results from the FWD were applied to verify the assumed design parameters for the pavement. Using the FWD, an empirical correlation between the deflection and the stiffness modulus of the pavement foundation is proposed.
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