Relationship between compressive and splitting tensile strength of geopolymer concrete

This experimental study was undertaken to identify the relationship between compressive strength and splitting tensile strength of geopolymer concrete. The study examines existing, commonly accepted 0.5 power relationship between compressive strength (CS) and splitting tensile strength (STS) in ceme...

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Main Authors: Anuradha, R., Sreevidya, V., Venkatasubramani, R., Rangan, B. Vijaya
Format: Journal Article
Published: The Associated Cement Companies Limited 2011
Online Access:http://hdl.handle.net/20.500.11937/30919
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author Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
author_facet Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
author_sort Anuradha, R.
building Curtin Institutional Repository
collection Online Access
description This experimental study was undertaken to identify the relationship between compressive strength and splitting tensile strength of geopolymer concrete. The study examines existing, commonly accepted 0.5 power relationship between compressive strength (CS) and splitting tensile strength (STS) in cement concrete and investigates its applicability to geoploymer concretes. Two types of systems were studied; one using ASTM class F flyash in place of cement and the other replacing sand with manufactured -sand. Different grades of geopolymer concrete mixes were compared with conventional mixes. The test result suggested that the 0.5 power relationship for conventional concrete was not valid for GPCs. The study proposes alternative relations for this family of materials.
first_indexed 2025-11-14T08:21:11Z
format Journal Article
id curtin-20.500.11937-30919
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T08:21:11Z
publishDate 2011
publisher The Associated Cement Companies Limited
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-309192017-03-08T13:12:55Z Relationship between compressive and splitting tensile strength of geopolymer concrete Anuradha, R. Sreevidya, V. Venkatasubramani, R. Rangan, B. Vijaya This experimental study was undertaken to identify the relationship between compressive strength and splitting tensile strength of geopolymer concrete. The study examines existing, commonly accepted 0.5 power relationship between compressive strength (CS) and splitting tensile strength (STS) in cement concrete and investigates its applicability to geoploymer concretes. Two types of systems were studied; one using ASTM class F flyash in place of cement and the other replacing sand with manufactured -sand. Different grades of geopolymer concrete mixes were compared with conventional mixes. The test result suggested that the 0.5 power relationship for conventional concrete was not valid for GPCs. The study proposes alternative relations for this family of materials. 2011 Journal Article http://hdl.handle.net/20.500.11937/30919 The Associated Cement Companies Limited restricted
spellingShingle Anuradha, R.
Sreevidya, V.
Venkatasubramani, R.
Rangan, B. Vijaya
Relationship between compressive and splitting tensile strength of geopolymer concrete
title Relationship between compressive and splitting tensile strength of geopolymer concrete
title_full Relationship between compressive and splitting tensile strength of geopolymer concrete
title_fullStr Relationship between compressive and splitting tensile strength of geopolymer concrete
title_full_unstemmed Relationship between compressive and splitting tensile strength of geopolymer concrete
title_short Relationship between compressive and splitting tensile strength of geopolymer concrete
title_sort relationship between compressive and splitting tensile strength of geopolymer concrete
url http://hdl.handle.net/20.500.11937/30919