Influence of aggregate–binder and water–binder ratios on pervious concrete properties: An RSM approach

K.S.  Elango; Jayaprakash  Sridhar; Vivek  Deivasigamani; Saravanakumar  Ramasamy; Revathi  Vaiyapuri

doi:10.62638/ZasMat1583

Authors

Elango Krishnan Soundararajan Department of Civil Engineering, KPR Institute of Engineering and Technology, Coimbatore, Tamilnadu, India Author https://orcid.org/0000-0002-7669-9490
Jayaprakash Sridhar Department of Civil Engineering, GMR Institute of Technology, Rajam, Andhra Pradesh, India Author https://orcid.org/0000-0003-4058-1703
Vivek Deivasigamani Department of Civil Engineering, Sri Ramakrishna Engineering College, Coimbatore, Tamilnadu, India Author https://orcid.org/0000-0003-1588-2045
Saravanakumar Ramasamy Department of Civil Engineering, KPR Institute of Engineering and Technology, Coimbatore, Tamilnadu, India Author https://orcid.org/0000-0001-9817-9456
Revathi Vaiyapuri Department of Civil Engineering, K.S.R. College of Engineering, Tiruchengode, Tamilnadu, India Author https://orcid.org/0000-0003-4703-1990

DOI:

https://doi.org/10.62638/ZasMat1583

Abstract

Pervious concrete is a special type of concrete being used in construction industry and offering a sustainable solution for storm water management and ground water recharge. This research focuses on Response Surface Methodology (RSM) with a Box- Behnken design to systematically evaluate different parameters such as aggregate size, quantities of ordinary Portland cement (OPC), Portland Pozzolana Cement (PPC) and coarse aggregate content for analysing the influence the mechanical performance of pervious concrete mixes. Through comprehensive testing and statistical analysis, the study uncovers complex interactions of the mix components, facilitating the identification of optimal formulations to achieve a balance between strength and sustainability for diverse applications. In this present study, nine mixes were performed with varying Aggregate Binder (A/B) and Water Binder (W/B) ratio ranging from 3 - 2.9 and 0.3 - 0.35. All the mixes were tried with OPC and PPC binders using aggregate sizes viz. 6.3 mm, 9.4mm and 12.5 mm respectively. Test results proved that, mix containing more binder content with higher water cement ratio (M9) showcased higher mechanical strength properties than other mixes (M1-M8) due to enriched paste coating around the aggregate surface. Mix M1 has shown higher permeability and porosity due to lesser binder quantity and the adequate water-cement ratio results in slower rate of hydration process resulting in more void formation. Better strength properties are observed in smaller size aggregates which attributed to a dense microstructure. Increase in aggregate size results in decrease in strength whereas permeability and porosity increase.

Keywords:

Response Surface Methodology, Aggregate Binder Ratio, Water Binder Ratio, Pervious Concrete, Aggregate Size

Supporting Agencies

The authors declare that no funds, grants, or other financial support were received during the preparation and execution of this research work

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