Durability of Fly Ash Cement Concrete Pavement in Cold Areas
Authors
M. Mandula
Corresponding Author
M. Mandula
Available Online January 2016.
- DOI
- 10.2991/iccte-16.2016.11How to use a DOI?
- Keywords
- Fly ash concrete roads Flexural strength Freezing and thawing Abrasion resistance
- Abstract
Based on the freeze-thawing cycle characteristic of road concrete in cold climatic condition. The objective of this paper was to estimate the practicality of using fly ash discharged from a coal fuel electric plant in Inner Mongolia in concrete pavements. The abrasion resistance of road concrete containing fly ash was studied after suffering freeze-thawing cycles. The results indicate that the coarse aggregates were exposed after freeze-thawing cycle test and the replacement ratio of fly ash has little influence on the abrasion resistance.
- Copyright
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - M. Mandula PY - 2016/01 DA - 2016/01 TI - Durability of Fly Ash Cement Concrete Pavement in Cold Areas BT - Proceedings of the 2016 International Conference on Civil, Transportation and Environment PB - Atlantis Press SP - 55 EP - 59 SN - 2352-5401 UR - https://doi.org/10.2991/iccte-16.2016.11 DO - 10.2991/iccte-16.2016.11 ID - Mandula2016/01 ER -