Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering

Experimental study of resistance of concrete to sulphate attack

Authors
Kai Quan Xia, Zhan Guo Li, Xue Wu Liu, Shi Shun Gan
Corresponding Author
Kai Quan Xia
Available Online April 2015.
DOI
10.2991/mebe-15.2015.212How to use a DOI?
Keywords
sulphate attack; concrete; strength; mineral mixture
Abstract

According to the new standard of China, the effect of water binder ratio and the strength grade and mineral mixture on the resistance of concrete to sulphate attack was studied. The results of the study show that, reducing water binder ratio to enhance the strength of concrete can improve the resistance of concrete to sulfate attack; adding fly ash or slag into concrete can also improve the resistance of concrete to sulfate attack. The research results have certain reference value for the revision of China's standard of the resistance of concrete to sulfate erosion.

Copyright
© 2015, 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/).

Download article (PDF)

Volume Title
Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
Series
Advances in Engineering Research
Publication Date
April 2015
ISBN
978-94-62520-57-8
ISSN
2352-5401
DOI
10.2991/mebe-15.2015.212How to use a DOI?
Copyright
© 2015, 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  - Kai Quan Xia
AU  - Zhan Guo Li
AU  - Xue Wu Liu
AU  - Shi Shun Gan
PY  - 2015/04
DA  - 2015/04
TI  - Experimental study of resistance of concrete to sulphate attack
BT  - Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering
PB  - Atlantis Press
SP  - 948
EP  - 951
SN  - 2352-5401
UR  - https://doi.org/10.2991/mebe-15.2015.212
DO  - 10.2991/mebe-15.2015.212
ID  - Xia2015/04
ER  -