Proceedings of the 3rd International Conference on Material, Mechanical and Manufacturing Engineering

Crumb Rubber Concrete Deterioration Caused by Sulphate Attack

Authors
Jinhua Xu, Sili Chen, He Yu, Ying Wang
Corresponding Author
Jinhua Xu
Available Online August 2015.
DOI
https://doi.org/10.2991/ic3me-15.2015.107How to use a DOI?
Keywords
Crumb rubber concrete, sulphate attack, corrosion coefficient.
Abstract
An exhaustive study should be carried on Crumb Rubber Concrete deterioration caused by sulphate attack in this paper. the crumbed tire rubber powder were used to replace fine aggregates of concrete, whose grain size is 0.28mm. The replacement levels were 5%, 10%, 15% and 20 % by volume of the fine aggregates. It is evaluated to effect of sulphate attack on appearance and compressive strength of crumb rubber concrete. The research shows that appropriate proportional fine aggregate replaced by rubber powder can improve resistance to sulphate attack of concrete, especially mixing 5% and 10% rubber powder. But too much rubber content results in decreasing its performance.
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Proceedings
3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015)
Part of series
Advances in Engineering Research
Publication Date
August 2015
ISBN
978-94-6252-100-1
ISSN
2352-5401
DOI
https://doi.org/10.2991/ic3me-15.2015.107How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Jinhua Xu
AU  - Sili Chen
AU  - He Yu
AU  - Ying Wang
PY  - 2015/08
DA  - 2015/08
TI  - Crumb Rubber Concrete Deterioration Caused by Sulphate Attack
BT  - 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015)
PB  - Atlantis Press
SN  - 2352-5401
UR  - https://doi.org/10.2991/ic3me-15.2015.107
DO  - https://doi.org/10.2991/ic3me-15.2015.107
ID  - Xu2015/08
ER  -