Durability of Fly Ash Cement Concrete Pavement in Cold Areas

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/).

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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  -