Compressive Strength of Cement Mortar Containing Carbon Nanotubes (CNTs) under Sulfate Attack and Dry-wet Cycling Environment
- DOI
- 10.2991/icmea-17.2018.51How to use a DOI?
- Keywords
- carbon nanotube, compressive strength, cement hydration heat, wet-dry cycle, sulfate erosion
- Abstract
The compressive strength and hydration process of cement-based materials containing with carbon nanotubes (CNTs) were investigated in this paper. The experimental results showed that the compressive strength of QC-CNT group under standard curing and dry-wet cycles was higher than that of Control group under different testing ages; The compressive strength under the standard curing was higher than that of the same group under dry-wet cycles; With the increasing of dry-wet cycling age, the compressive strength of Control group and QC-CNT group decreased gradually. Hydration exothermic curve in 72h showed the same trend in Control group and QC-CNT group. Exothermic peaks appear basically the same period .The peak value and the hydration reaction rates in each stage of the QC-CNT group were always higher than those in the Control group. The experimental results show that CNT can significantly improve the sulfate resistance of cement-based materials in two aspects: preventing harmful ions from entering the material and preventing cracking.
- Copyright
- © 2018, 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 - Weiwen Li AU - Yaru Jia AU - Ruoxu Shen AU - Feng Xing AU - Jing Zheng PY - 2018/02 DA - 2018/02 TI - Compressive Strength of Cement Mortar Containing Carbon Nanotubes (CNTs) under Sulfate Attack and Dry-wet Cycling Environment BT - Proceedings of the 4th Annual International Conference on Material Engineering and Application (ICMEA 2017) PB - Atlantis Press SP - 219 EP - 223 SN - 2352-5401 UR - https://doi.org/10.2991/icmea-17.2018.51 DO - 10.2991/icmea-17.2018.51 ID - Li2018/02 ER -