Experimental modeling demonstrates optimal mix proportions for recycled aggregate pervious concrete, indicating achievable structural strength alongside high water permeability.
To study the influence of recycled aggregates on performance permeable concrete, this paper selected ultra-fine fly ash (UFA), water-binder ratio (W/C) and hydroxypropyl methylcellulose (HPMC) as the influencing factors, and adopted Box-beheken design (RSM-BBD), with 28 d compressive strength, permeability coefficient and porosity as the response values. Results showed that the R² of the established regression models were >0.95, indicating a good fit in the established regression model. W/C had extremely significant effect on strength; UFA and HPMC also had extremely significant effects. The optimization result showed that the order of influence on strength was B>C>A>AC>AB>BC; on permeability coefficient: C>A>B>AC>BC>AB;on porosity:C>B>A>BC>AC>AB (A=UFA, B=W/C, C=HPMC). When the contents of UFA, W/C, and HPMC were 13%, 0.20, and 0.15% respectively, the permeable concrete exhibited a 28d compressive strength of 25 MPa, a permeability coefficient of 3.05 mm/s, and a porosity of 20.7%. These properties met the engineering requirements for C20 permeable concrete.
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Niu et al. (2026) studied this question.
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