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dc.contributor.authorChen Zhiguo
dc.contributor.authorWang Zheren
dc.date.accessioned2017-05-08T22:05:03Z
dc.date.available2017-05-08T22:05:03Z
dc.date.copyrightJune 2009
dc.date.issued2009
dc.identifier.otherjhtrcq%2E0000262.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70824
dc.description.abstractIn order to solve the lack of raw materials used as traditional road base in the area with abundant volcanic ash, the volcanic ash can be used as road base aggregate and binder considering the granule constitution and chemical components. The tests including strength, contraction shrinkage, anti-freezing and fatigue resistance were carried out for volcanic ash base mixture with different proportions and different ages. The control parameters were determined by comparing with pavement performance of lime fly-ash macadam and cement stabilized grit. At the same time X-ray diffractions of volcanic ash base with different ages were also conducted, and the reaction mechanism was analyzed according to test results. The results of pavement performance and reaction mechanism show that the volcanic ash is a kind of potential base material.
dc.publisherAmerican Society of Civil Engineers
dc.titleResearch on Pavement Performance of Volcanic Ash Mixture as Road Base and Mechanism
dc.typeJournal Paper
dc.journal.volume4
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000262
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2009:;Volume ( 004 ):;issue: 001
dc.contenttypeFulltext


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