A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Evaluation of pore size distribution and permeability reduction behavior in pervious concrete
Highlights Evaluation of the thickness effects on the pervious concrete. Clogging behavior of pervious concrete. Characterization of the pore size distribution in pervious concrete. Modeling of clogging behavior considering the pore size distribution.
Abstract Pervious concrete is an environmentally friendly material that improves water permeability, skid resistance, and sound absorption characteristics. However, due to a large number of pores and the absorption capacity, pervious concrete faces the problem of clogging caused by dust particles and solid contaminants entering the internal pores. In this study, both pore size distributions (PSD) of the pervious concrete and permeability reduction behavior are studied by laboratory tests. The extent of permeability reduction is addressed by designing the penetration test for 21 groups of pervious concrete mixes with varying aggregate gradations and specimen thickness. The PSD is determined by the two-dimensional (2D) sliced image scanned by the Computed Tomography (CT). An approach to represent the characteristic pore size of pervious concrete is proposed and verified. Results showed that: the effect of thickness on permeability is negligible while on clogging behavior is significant. The ratio between the clogging sand sizes and the characteristic pore size is an important parameter that affects the clogging behavior and can be used to predict the anti-clogging performance.
Evaluation of pore size distribution and permeability reduction behavior in pervious concrete
Highlights Evaluation of the thickness effects on the pervious concrete. Clogging behavior of pervious concrete. Characterization of the pore size distribution in pervious concrete. Modeling of clogging behavior considering the pore size distribution.
Abstract Pervious concrete is an environmentally friendly material that improves water permeability, skid resistance, and sound absorption characteristics. However, due to a large number of pores and the absorption capacity, pervious concrete faces the problem of clogging caused by dust particles and solid contaminants entering the internal pores. In this study, both pore size distributions (PSD) of the pervious concrete and permeability reduction behavior are studied by laboratory tests. The extent of permeability reduction is addressed by designing the penetration test for 21 groups of pervious concrete mixes with varying aggregate gradations and specimen thickness. The PSD is determined by the two-dimensional (2D) sliced image scanned by the Computed Tomography (CT). An approach to represent the characteristic pore size of pervious concrete is proposed and verified. Results showed that: the effect of thickness on permeability is negligible while on clogging behavior is significant. The ratio between the clogging sand sizes and the characteristic pore size is an important parameter that affects the clogging behavior and can be used to predict the anti-clogging performance.
Evaluation of pore size distribution and permeability reduction behavior in pervious concrete
Huang, Jiandong (author) / Zhang, Yi (author) / Sun, Yuantian (author) / Ren, Jiaolong (author) / Zhao, Zedong (author) / Zhang, Junfei (author)
2021-03-31
Article (Journal)
Electronic Resource
English
Planar Image-Based Reconstruction of Pervious Concrete Pore Structure and Permeability Prediction
| British Library Online Contents | 2010