Maximum paste coating thickness without voids clogging of pervious concrete and its relationship to the rheological properties of cement paste

被引:59
|
作者
Xie, Xiaogeng [1 ]
Zhang, Tongsheng [1 ,2 ,3 ]
Yang, Yongmin [4 ]
Lin, Ziyu [1 ]
Wei, Jiangxiong [1 ,3 ]
Yu, Qijun [1 ,3 ]
机构
[1] South China Univ Technol, Sch Mat Sci & Engn, Guangzhou 510640, Guangdong, Peoples R China
[2] UCL, Dept Civil Environm & Geomat Engn, London WC1E 6BT, England
[3] Guangdong Low Carbon Technol Engn Ctr Bldg Mat, Guangzhou 510640, Guangdong, Peoples R China
[4] Guangdong Res Inst Water Resources & Hydropower, Guangzhou 510635, Guangdong, Peoples R China
关键词
Maximum paste coating thickness; Clogging of voids; Paste drainage test; Rheological properties; Pervious concrete; ENHANCED POROSITY CONCRETE; ROAD BASE MATERIAL; POROUS CONCRETE; COMPRESSIVE BEHAVIOR; AGGREGATE SIZE; PERFORMANCE; DESIGN; GRADATION; STRENGTH; FILM;
D O I
10.1016/j.conbuildmat.2018.02.128
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
All mixture design methods for pervious concrete have been proposed under the hypothesis that cement paste uniformly coats on the surface of aggregate and does not drain off from the aggregate surface to clog the interconnected voids between aggregate particles. To evaluate the maximum paste coating thickness on aggregate (MPCT) that will not result in clogging of voids, understanding of the relationship between the MPCT and the rheological properties of cement paste was reviewed and theoretically analyzed in the present study. A paste drainage test was developed on a flow table to determine the MPCT, with specification of test variables (in terms of the number of flow table drops, the sieve mesh size, and the aggregate size) to ensure good repeatability and precision. Based on testing data of 39 cement pastes, uniform relationships between yield stress, viscosity, mini-slump spread and MPCT were established. The resulting empirical functions were validated by comparing the predicted and measured MPCTs for additional tests. The results will give a better understanding of a critical criterion for mixture design and clogging prediction of pervious concrete. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:732 / 746
页数:15
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