Mix design for pervious recycled aggregate concrete

Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This paper reports the results of an experimental investigation into the development of pervious concrete w...

Full description

Saved in:
Bibliographic Details
Main Authors: Sriravindrarajah, Rasiah, Wang, Neo Derek Huai, Ervin, Lai Jian Wen
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2015
Subjects:
Online Access:https://hdl.handle.net/10356/107392
http://hdl.handle.net/10220/25529
http://dx.doi.org/10.1007/s40069-012-0024-x
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-107392
record_format dspace
spelling sg-ntu-dr.10356-1073922019-12-06T22:29:58Z Mix design for pervious recycled aggregate concrete Sriravindrarajah, Rasiah Wang, Neo Derek Huai Ervin, Lai Jian Wen School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Construction management Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This paper reports the results of an experimental investigation into the development of pervious concrete with reduced cement content and recycled concrete aggregate for sustainable permeable pavement construction. High fineness ground granulated blast furnace slag was used to replace up to 70 % cement by weight. The properties of the pervious concrete were evaluated by determining the compressive strength at 7 and 28 days, void content and water permeability under falling head. The compressive strength of pervious concrete increased with a reduction in the maximum aggregate size from 20 to 13 mm. The relationship between 28-day compressive strength and porosity for pervious concrete was adversely affected by the use of recycled concrete aggregate instead of natural aggregate. However, the binder materials type, age, aggregate size and test specimen shape had marginal effect on the strength–porosity relationship. The results also showed that the water permeability of pervious concrete is primarily influenced by the porosity and not affected by the use of recycled concrete aggregate in place of natural aggregate. The empirical inter-relationships developed among porosity, compressive strength and water permeability could be used in the mix design of pervious concrete with either natural or recycled concrete aggregates to meet the specification requirements of compressive strength and water permeability. Published version 2015-05-14T03:09:53Z 2019-12-06T22:29:58Z 2015-05-14T03:09:53Z 2019-12-06T22:29:58Z 2012 2012 Journal Article Sriravindrarajah, R., Wang, N. D. H., & Ervin, L. J. W. (2012). Mix design for pervious recycled aggregate concrete. International journal of concrete structures and materials, 6(4), 239-246. https://hdl.handle.net/10356/107392 http://hdl.handle.net/10220/25529 http://dx.doi.org/10.1007/s40069-012-0024-x en International journal of concrete structures and materials © The Authors 2012. This article is published with open access at Springerlink.com. 8 p. application/pdf
institution Nanyang Technological University
building NTU Library
country Singapore
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Construction management
spellingShingle DRNTU::Engineering::Civil engineering::Construction management
Sriravindrarajah, Rasiah
Wang, Neo Derek Huai
Ervin, Lai Jian Wen
Mix design for pervious recycled aggregate concrete
description Pervious concrete is a tailored-property concrete with high water permeability which allow the passage of water to flow through easily through the existing interconnected large pore structure. This paper reports the results of an experimental investigation into the development of pervious concrete with reduced cement content and recycled concrete aggregate for sustainable permeable pavement construction. High fineness ground granulated blast furnace slag was used to replace up to 70 % cement by weight. The properties of the pervious concrete were evaluated by determining the compressive strength at 7 and 28 days, void content and water permeability under falling head. The compressive strength of pervious concrete increased with a reduction in the maximum aggregate size from 20 to 13 mm. The relationship between 28-day compressive strength and porosity for pervious concrete was adversely affected by the use of recycled concrete aggregate instead of natural aggregate. However, the binder materials type, age, aggregate size and test specimen shape had marginal effect on the strength–porosity relationship. The results also showed that the water permeability of pervious concrete is primarily influenced by the porosity and not affected by the use of recycled concrete aggregate in place of natural aggregate. The empirical inter-relationships developed among porosity, compressive strength and water permeability could be used in the mix design of pervious concrete with either natural or recycled concrete aggregates to meet the specification requirements of compressive strength and water permeability.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Sriravindrarajah, Rasiah
Wang, Neo Derek Huai
Ervin, Lai Jian Wen
format Article
author Sriravindrarajah, Rasiah
Wang, Neo Derek Huai
Ervin, Lai Jian Wen
author_sort Sriravindrarajah, Rasiah
title Mix design for pervious recycled aggregate concrete
title_short Mix design for pervious recycled aggregate concrete
title_full Mix design for pervious recycled aggregate concrete
title_fullStr Mix design for pervious recycled aggregate concrete
title_full_unstemmed Mix design for pervious recycled aggregate concrete
title_sort mix design for pervious recycled aggregate concrete
publishDate 2015
url https://hdl.handle.net/10356/107392
http://hdl.handle.net/10220/25529
http://dx.doi.org/10.1007/s40069-012-0024-x
_version_ 1681041963728502784