Technical Papers
Aug 11, 2014

Intensifying the Road Performance of Asphalt Concrete by Matching the Size Distribution of Short-Thin Straw Pieces and Aggregate Framework

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 5

Abstract

In order to reduce costs and prevent environmental pollution in the fabrication process of straws fibrosis, a simple and efficient method of straw reinforcing asphalt concrete is proposed, which means to add short-thin straw pieces (STSP) into asphalt mixture directly by matching the size distribution of STSP and the aggregate spacing of asphalt mixtures. The road performances were testified in terms of the properties of bending, rutting and Marshall stability of the prepared straw asphalt concrete (SAC) samples. The results show that the flexural strength of asphalt mixture increased by 6%, the dynamic stability increased by 54% (reached 1,592 times) while the rut depth decreased by 24%. In addition, based on the analysis of the adhesion, shear lag and bridging effect of STSP, etc., a mechanism of enhancement is illustrated.

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Acknowledgments

This research was supported by the Fund of Jiangsu University Graduate Research and Innovation Program in China (CXZZ12_0117) and the Doctoral Program of Higher Education: Ministry of Education of China (20130092110043).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 5May 2015

History

Received: Nov 26, 2013
Accepted: May 12, 2014
Published online: Aug 11, 2014
Discussion open until: Jan 11, 2015
Published in print: May 1, 2015

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Authors

Affiliations

Ji Ming Yin [email protected]
School of Transportation, Southeast Univ., Nanjing 210096, P.R. China; and Dept of Civil Engineering, Yangzhou Polytechnic College, Yangzhou 225009, P.R. China. E-mail: [email protected]
Sheng Yue Wang [email protected]
Professor, School of Transportation, Southeast Univ., Nanjing 210096, P.R. China (corresponding author). E-mail: [email protected]
School of Transportation, Southeast Univ., Nanjing 210096, P.R. China. E-mail: [email protected]

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