Equivalent Stiffness Modulus of Polyester Fiber Reinforced Asphalt Concrete

dc.contributor.author	Guo Nai-sheng
dc.contributor.author	Zhao Ying-hua
dc.contributor.author	Zhang Hong-tao
dc.date.accessioned	2017-05-08T22:04:52Z
dc.date.available	2017-05-08T22:04:52Z
dc.date.copyright	July 2007
dc.date.issued	2007
dc.identifier.other	jhtrcq%2E0000162.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/70714
dc.description.abstract	The equations established for fiber reinforced composites by Zhao and Tandon using the theory of micromechanics are used to discuss effective stiffness moduli of fiber reinforced asphalt concrete under low temperature. The results of these equations are compared with experimental data from splitting test under several temperature levels within
dc.publisher	American Society of Civil Engineers
dc.title	Equivalent Stiffness Modulus of Polyester Fiber Reinforced Asphalt Concrete
dc.type	Journal Paper
dc.journal.volume	2
dc.journal.issue	1
dc.journal.title	Journal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi	10.1061/JHTRCQ.0000162
dc.tree	Journal of Highway and Transportation Research and Development (English Edition):;2007:;Volume ( 002 ):;issue: 001
dc.contenttype	Fulltext