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.