Proceedings of the 2016 International Conference on Civil, Transportation and Environment

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/).

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Volume Title
Proceedings of the 2016 International Conference on Civil, Transportation and Environment
Series
Advances in Engineering Research
Publication Date
January 2016
ISBN
978-94-6252-185-8
ISSN
2352-5401
DOI
10.2991/iccte-16.2016.11How to use a DOI?
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  -