Performance evaluation of concretes having different supplementary cementitious material dosages belonging to different strength ranges
•Incorporation of SCMs affect strength and durability properties of concrete.•Performance indicators, combining both strength and durability criteria, are developed.•Limiting values of Performance Indicators are also suggested.•Many options are available to get different levels of durability within...
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Published in | Construction & building materials Vol. 187; pp. 984 - 995 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier Ltd
30.10.2018
Elsevier B.V |
Subjects | |
Online Access | Get full text |
ISSN | 0950-0618 1879-0526 |
DOI | 10.1016/j.conbuildmat.2018.07.185 |
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Abstract | •Incorporation of SCMs affect strength and durability properties of concrete.•Performance indicators, combining both strength and durability criteria, are developed.•Limiting values of Performance Indicators are also suggested.•Many options are available to get different levels of durability within a strength range.•Within the same strength range, SCM mixes are more durable compared to pure OPC mixes.•Database generated in this study can act as a guideline for material selection.
Production of durable concrete at lower strength levels is always a challenge for concrete technologists. One way to achieve this objective is by the use of Supplementary Cementitious Materials (SCMs). An attempt has been made in this paper to develop indicators called performance indicators, which combine both strength and durability criteria. Limiting values of these indicators are also suggested. Different mixes in the same strength range are classified into different performance classes based on these performance indicators. The durability parameters evaluated here include surface resistivity, charge passed, sorptivity index and oxygen permeability index. The database generated can act as a guideline for material selection and it demonstrates the potential of SCMs to improve durability. |
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AbstractList | •Incorporation of SCMs affect strength and durability properties of concrete.•Performance indicators, combining both strength and durability criteria, are developed.•Limiting values of Performance Indicators are also suggested.•Many options are available to get different levels of durability within a strength range.•Within the same strength range, SCM mixes are more durable compared to pure OPC mixes.•Database generated in this study can act as a guideline for material selection.
Production of durable concrete at lower strength levels is always a challenge for concrete technologists. One way to achieve this objective is by the use of Supplementary Cementitious Materials (SCMs). An attempt has been made in this paper to develop indicators called performance indicators, which combine both strength and durability criteria. Limiting values of these indicators are also suggested. Different mixes in the same strength range are classified into different performance classes based on these performance indicators. The durability parameters evaluated here include surface resistivity, charge passed, sorptivity index and oxygen permeability index. The database generated can act as a guideline for material selection and it demonstrates the potential of SCMs to improve durability. |
Audience | Trade |
Author | Dhanya, B.S. Pillai, Radhakrishna G. Gettu, Ravindra Santhanam, Manu |
Author_xml | – sequence: 1 givenname: B.S. surname: Dhanya fullname: Dhanya, B.S. email: dhanyaavinod@gmail.com organization: Department of Civil Engineering, RIT, Government Engineering College, Kottayam 686501, India – sequence: 2 givenname: Manu surname: Santhanam fullname: Santhanam, Manu organization: Department of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India – sequence: 3 givenname: Ravindra surname: Gettu fullname: Gettu, Ravindra organization: Department of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India – sequence: 4 givenname: Radhakrishna G. surname: Pillai fullname: Pillai, Radhakrishna G. organization: Department of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India |
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Cites_doi | 10.1007/978-94-017-7309-6_4 10.1016/j.conbuildmat.2007.03.014 10.1016/j.conbuildmat.2010.11.069 10.1016/j.cemconcomp.2009.05.005 10.1617/291214390X.028 10.1016/j.conbuildmat.2005.02.022 10.1016/j.cemconres.2013.06.004 10.1617/s11527-007-9295-0 10.1617/s11527-007-9260-y 10.1016/j.cemconcomp.2009.01.009 10.1016/S0008-8846(01)00738-4 10.1007/s12572-011-0027-x 10.1061/(ASCE)MT.1943-5533.0000415 10.1016/j.cemconres.2012.06.009 |
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Keywords | Performance classification Water sorptivity test Durability Supplementary cementitious materials (SCMs) Oxygen permeability index test Rapid chloride permeability test Wenner 4-probe resistivity test |
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SubjectTerms | Analysis Cements (Building materials) Concretes Durability Electric properties Mechanical properties Oxygen permeability index test Performance classification Permeability Rapid chloride permeability test Supplementary cementitious materials (SCMs) Water sorptivity test Wenner 4-probe resistivity test |
Title | Performance evaluation of concretes having different supplementary cementitious material dosages belonging to different strength ranges |
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