Pervious high-calcium fly ash geopolymer concrete

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Publication Details

Author listTho-In T., Sata V., Chindaprasirt P., Jaturapitakkul C.

PublisherElsevier

Publication year2012

JournalConstruction and Building Materials (0950-0618)

Volume number30

Start page366

End page371

Number of pages6

ISSN0950-0618

eISSN1879-0526

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-84855182061&doi=10.1016%2fj.conbuildmat.2011.12.028&partnerID=40&md5=47e6f79acef37314bd3bb2676dc77904

LanguagesEnglish-Great Britain (EN-GB)


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Abstract

This study evaluates the properties of pervious concrete made of high-calcium fly ash geopolymer binder. Pervious geopolymer concretes (PGCs) were prepared from lignite fly ash (FA), sodium silicate (NS), sodium hydroxide (NH) solution, and coarse aggregate. The FA to coarse aggregate ratio of 1:8 by weight, constant NS/NH ratio of 0.50, alkaline liquid/FA (L/A) ratios of 0.35, 0.40, and 0.45, and NH concentrations of 10, 15, and 20 M were the PGC mix proportions. The curing temperature of 60ฐC for 48 h was used to activate the geopolymerization. The results showed that the high-calcium fly ash geopolymer binder could be used to produce pervious concrete with satisfactory mechanical properties. The relationships of the density-void content, compressive strength-density, and compressive strength-void content of the PGCs were derived and found to be similar to those of conventional pervious concrete. ฉ 2011 Elsevier Ltd. All rights reserved.


Keywords

Geopolymer binderPervious concrete


Last updated on 2023-26-09 at 07:35