Crumb Rubber Concrete Deterioration Caused by Sulphate Attack
Jinhua Xu, Sili Chen, He Yu, Ying Wang
Available Online August 2015.
- https://doi.org/10.2991/ic3me-15.2015.107How to use a DOI?
- Crumb rubber concrete, sulphate attack, corrosion coefficient.
- 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.
- 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 -