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contributor authorAi Changfa
contributor authorCheng Meng
contributor authorYang Tao
contributor authorQiu Yanjun
date accessioned2017-05-08T22:04:38Z
date available2017-05-08T22:04:38Z
date copyrightDecember 2012
date issued2012
identifier otherjhtrcq%2E0000004.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70541
description abstractThe fatigue life of composite beam samples were measured by flexural fatigue test under different bonding oil contents, temperatures, and loads. The measurement was conducted to study the influence of interlayer contact on the fatigue life of asphalt pavement and to fine tune the pavement fatigue model. The results show the following: (1) The integrity and fatigue life of asphalt pavement decreases because of interlayer contact. (2) Fatigue life first increases then decreases with increasing bonding oil content. An optimum bonding oil content increases fatigue resistance to a higher level. (3) Fatigue failure more readily occurs at normal temperatures than at low temperatures. In addition, fatigue life significantly decreases when pavement is exposed to overweight vehicles. The relationship of fatigue life with bonding oil content, temperature, and load was identified and total fatigue equations were established.
publisherAmerican Society of Civil Engineers
titleBending Fatigue Test and Interlayer Pavement Models for Beams of Asphalt Mixture
typeJournal Paper
journal volume6
journal issue4
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000004
treeJournal of Highway and Transportation Research and Development (English Edition):;2012:;Volume ( 006 ):;issue: 004
contenttypeFulltext


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