Effect of treated effluent on concrete durability

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Plain cement and silica fume cement paste and mortar specimens prepared using Type I cement, 8% silica fume, and potable and treated waters were tested for setting time and compressive strength. Pore solutions extracted from the mortar specimens were analyzed for alkalinity and chloride content. The results showed that the treated water tested in this study qualifies to be used in making concrete on the basis that the chemical composition of treated water and variations in the setting time and compressive strength were within the tolerable limits.

Original languageEnglish
Title of host publication8th CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag, and Natural Pozzolans in Concrete
EditorsV.Mohan Malhotra
PublisherAmerican Concrete Institute
Pages767-782
Number of pages16
ISBN (Electronic)9780870311468
StatePublished - 1 May 2004
Externally publishedYes

Publication series

NameAmerican Concrete Institute, ACI Special Publication
VolumeSP-221
ISSN (Print)0193-2527

Bibliographical note

Publisher Copyright:
© 2004 American Concrete Institute. All rights reserved.

Keywords

  • Compressive strength
  • Concrete
  • Pore solution
  • Setting time
  • Silica fume
  • Treated effluent

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • General Materials Science

Fingerprint

Dive into the research topics of 'Effect of treated effluent on concrete durability'. Together they form a unique fingerprint.

Cite this