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Research on the strength prediction for pervious concrete based on design porosity and water-to-cement ratio

Authors :
Zhao Pingzhong
Liu Xiaoyan
Zuo Junqing
Huangfu Huang
Liu Ruidan
Xie Xian
Wang Xinyu
Li Tianyu
Liu Dazhi
Shah Surendra P.
Source :
Reviews on Advanced Materials Science, Vol 63, Iss 1, Pp id. 18-1028 (2024)
Publication Year :
2024
Publisher :
De Gruyter, 2024.

Abstract

The strength prediction of pervious concrete is hard to implement for the mix design due to the porous structure. This work studied the influence of the water-to-cement ratio on the fluidity, viscosity, and mechanical properties of cement paste. Then, the porosity, permeability, and compressive strength of the pervious concrete with various porosities were investigated, and the test results were fitted and analyzed. The result indicates that as the water-to-cement ratio increases, the viscosity of the cement paste reduces and the fluidity increases. The water-to-cement ratio has a negative linear relationship with net slurry strength. The porosity and permeability of pervious concrete fluctuate in accordance with the same rule as the water-to-cement ratio changes. The compressive strength of pervious concrete with varying design porosities increases initially, then declines as the water-to-cement ratio rises. According to the linear fitting analysis, when the water-to-cement ratio is constant, the permeability and compressive strength of pervious concrete have a positive and negative linear relationship with the design porosity, respectively. By analyzing the fitting results and combining the volume method of pervious concrete, a calculation method for mix proportion design is proposed to predict the strength of pervious concrete.

Details

Language :
English
ISSN :
16058127
Volume :
63
Issue :
1
Database :
Directory of Open Access Journals
Journal :
Reviews on Advanced Materials Science
Publication Type :
Academic Journal
Accession number :
edsdoj.f1bbd4bd02074849b8a98d96d7d5109e
Document Type :
article
Full Text :
https://doi.org/10.1515/rams-2022-0335