| Issue |
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
|
|
|---|---|---|
| Article Number | 01002 | |
| Number of page(s) | 5 | |
| Section | Geosynthetics Applied Design Theory and Method | |
| DOI | https://doi.org/10.1051/e3sconf/202019801002 | |
| Published online | 26 October 2020 | |
Experimental Research on C60 Concrete Strength Evolution under Different Curing Conditions
1 Shanghai Construction Group Co., Ltd, Shanghai 200080, China
2 Shanghai Engineering Research Center of Mega Structure High Performance Concrete
* Corresponding author: zhuran@scg.cn
An experimental study on the C60 concrete was carried out under five different curing conditions based on the maturity theory. The influence patterns of the curing conditions on the increase of the C60 concrete strength were discussed. The experimental data were fitted using different strength-maturity models, the accuracies of which were then analyzed. The results show that the mapping relation between the compressive strength and maturity of the C60 concrete could be well characterized by the logarithmic functional relation.
© The Authors, published by EDP Sciences 2020
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