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contributor authorJi Ming Yin
contributor authorSheng Yue Wang
contributor authorYin Fei Du
date accessioned2017-05-08T22:22:42Z
date available2017-05-08T22:22:42Z
date copyrightMay 2015
date issued2015
identifier other43575758.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79066
description abstractIn 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.
publisherAmerican Society of Civil Engineers
titleIntensifying the Road Performance of Asphalt Concrete by Matching the Size Distribution of Short-Thin Straw Pieces and Aggregate Framework
typeJournal Paper
journal volume27
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001130
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 005
contenttypeFulltext


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