An Experimental Investigation for Comparison of Porous Concrete  and Conventional Concrete in Strength

E Mani; A Narasimha Raju; A Srinivasulu; M Vijay; K Chiranjeevi

doi:10.55524/

Authors

E Mani Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Valluru, India Author
A Narasimha Raju Assistant Professor, Department of Civil Engineering, PACE Institute of Technology & Sciences, Valluru, India Author
A Srinivasulu M. Tech scholar, Department of Civil Engineering, PACE Institute of Technology & Sciences, Valluru, India Author
M Vijay B. Tech scholar, Department of Civil Engineering, PACE Institute of Technology & Sciences, Valluru, India Author
K Chiranjeevi Assistant Professor, Department of Mechanical Engineering, PACE Institute of Technology & Sciences, Valluru, India Author

DOI:

https://doi.org/10.55524/

Keywords:

Pervious Concrete, Super Plasticizer Sp430, Void Ratio, Mix Design

Abstract

Previous and current concrete is defined as concrete that contains little to no fine aggregate, coarse aggregate, or cement particles. It is considered "green binding" and is used in structural applications. Pervious concrete is also known as no-fine aggregate. Compared to ordinary concrete, it uses fewer raw materials. When utilised in pavement applications, pervious concrete aids in groundwater recharging, water direct drainage, and also has greater insulating qualities when used in walls. Current or previous building uses concrete that has been specially formulated to have a higher water permeability, allowing water to move through the structure's interconnected huge pores. The findings of an investigation into the production of pervious concrete using low cement concentration and coarse aggregate are reported in this work.

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