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contributor authorCheng Jian
contributor authorXu Zhihong
contributor authorSun Zhaohui
date accessioned2017-05-08T22:05:03Z
date available2017-05-08T22:05:03Z
date copyrightJune 2009
date issued2009
identifier otherjhtrcq%2E0000260.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70822
description abstractAccording to the shortcoming of cement-stabilized macadam that is prone to cracking, by evaluating anti-crack performance of cement-stabilized macadam, choosing a type of cement-stabilized macadam having good anti-crack performance is important to enhance performance of asphalt pavement. After analyzing existing anti-crack evaluation index, the anti-crack evaluation coefficient based on environment and load was put forward. Then, three anti-crack evaluation indexes (the largest dry shrinkage strain, splitting tensile strain, and anti-crack evaluation coefficient) were compared through indoor tests. The research indicates that using anti-crack evaluation coefficient can properly evaluate anti-crack performance of cement-stabilized macadam; (2) the cracking performance of gradation calculated by theory of controlling key sieve percentage is better than the cracking performance from Fuller gradation theory; (3) over loading has significant adverse impact on tensile strain at the bottom of base.
publisherAmerican Society of Civil Engineers
titleTrial Research on Cement-stabilized Macadam Anti-crack Evaluation Coefficient Based on Environment and Load
typeJournal Paper
journal volume4
journal issue1
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000260
treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
contenttypeFulltext


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