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contributor authorSaman Soleimani Kutanaei
contributor authorAsskar Janalizadeh Choobbasti
date accessioned2017-12-30T12:58:04Z
date available2017-12-30T12:58:04Z
date issued2016
identifier other%28ASCE%29MT.1943-5533.0001521.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243987
description abstractIn this study, a series of laboratory tests were performed to investigate the effects of nanosilica and polyvinyl alcohol (PVA) fiber on the mechanical properties and durability of cemented sand. The cement contents were 2, 4, and 6% by weight of the dry sand, and specimens were cured for 7, 28, and 90 days. The fiber contents were 0.0, 0.3, 0.6, and 1% by weight of dry sand cement mixture, and the nanosilica contents were 0, 4, 8, and 12% by weight of cement. Unconfined compression strength (UCS) and resist chloride ion penetration (CIP) were assessed in this study. The results showed an optimum percentage for the nanosilica in which the behavior of fiber-reinforced cemented sand improves significantly.
publisherAmerican Society of Civil Engineers
titleExperimental Study of Combined Effects of Fibers and Nanosilica on Mechanical Properties of Cemented Sand
typeJournal Paper
journal volume28
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001521
page06016001
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
contenttypeFulltext


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