Advanced numerical assessment of the permeability of pervious concrete

被引:63
|
作者
Pieralisi, R. [1 ]
Cavalaro, S. H. P. [2 ]
Aguado, A. [2 ]
机构
[1] Univ Fed Parana, Dept Construcao Civil, Ctr Politecn, Bloco 3, BR-81531980 Curitiba, PR, Brazil
[2] Univ Politecn Cataluna, ETS Ingenieros Caminos Canales & Puertos, Dept Ingn Civil & Ambiental, BarcelonaTech, Jordi Girona Salgado 1-3,Modulo C1,Despacho 202, ES-08034 Barcelona, Spain
关键词
Pervious concrete; Permeability; Compaction process; Composition; DEM; CFD; POROSITY DISTRIBUTION; GEOPOLYMER CONCRETE; RECYCLED AGGREGATE; POROUS CONCRETE; FRESH STATE; LOADINGS; MODEL; FLOW; ASH;
D O I
10.1016/j.cemconres.2017.09.009
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The most singular characteristic of pervious concrete is its interconnected porosity that allows water to flow through at high rates. The objective of this paper is to develop and validate an advanced DEM-CFD model to assess the permeability of pervious concrete numerically, taking into account the influence of the composition and of the compaction process. An extensive experimental program with 1 aggregate grading size, 4 paste contents and 3 degrees of compaction was conducted to validate the numerical approach. Results show that the DEM-CFD model is capable of predicting the permeability depending on the variables considered here. Moreover, flow parameters derived from the numerical simulations help understand the experimental results. The study confirms that, instead of relying on trial and error experiments, it is possible to use advanced numerical models to accelerate the definition of mixes and the production process, reducing the time, efforts and costs required.
引用
收藏
页码:149 / 160
页数:12
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