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

被引:3
作者
Zhao, Pingzhong [1 ]
Liu, Xiaoyan [1 ]
Zuo, Junqing [2 ]
Huangfu, Huang [3 ,4 ]
Liu, Ruidan [1 ]
Xie, Xian [1 ]
Wang, Xinyu [1 ]
Li, Tianyu [5 ]
Liu, Dazhi [1 ]
Shah, Surendra P. [6 ]
机构
[1] Hohai Univ, Coll Mech & Mat, Nanjing 210098, Peoples R China
[2] Shanghai Construct Grp Co Ltd, Shanghai 200080, Peoples R China
[3] Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China
[4] Jiangsu Zhongzhi Transportat Innovat Ind Res Inst, Nanjing 211500, Peoples R China
[5] Hohai Univ, Coll Water Conservancy & Hydropower Engn, Nanjing 210098, Peoples R China
[6] Univ Texas Arlington, Dept Civil Engn, Arlington, TX 76019 USA
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
strength prediction; pervious concrete; permeability; porosity; water-to-cement ratio;
D O I
10.1515/rams-2022-0335
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
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.
引用
收藏
页数:13
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