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contributor authorPitthaya Jamsawang
contributor authorPanich Voottipruex
contributor authorSuksun Horpibulsuk
date accessioned2017-05-08T22:25:10Z
date available2017-05-08T22:25:10Z
date copyrightSeptember 2015
date issued2015
identifier other44326535.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80291
description abstractAn improvement of flexural strength of cement stabilized sand using polypropylene fibers designated as compacted cement-polypropylene fiber-sand (CCFS) is investigated in this research. The studied material performance of the CCFS includes postpeak behavior, toughness, and equivalent flexural strength ratio. The fiber inclusion significantly improves the postpeak flexural behavior, which is a requirement for bound pavement materials. The first peak flexural strength
publisherAmerican Society of Civil Engineers
titleFlexural Strength Characteristics of Compacted Cement-Polypropylene Fiber Sand
typeJournal Paper
journal volume27
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001205
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
contenttypeFulltext


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