Comparative Study on Strength and Permeability of Pozzolona Pervious Concrete Made with Three Different Sizes of Coarse Aggregate

Vailada Vinay *, Franklin**, Chandramouli Sangamreddi ***, Satya Chaitanya Vasanta ****, Bandaru Taruni *****
*-** Department of Civil Engineering, Andhra University, Visakhapatnam, Andhra Pradesh, India.
***-***** Department of Civil Engineering, MVGR College of Engineering, Vizianagaram, Andhra Pradesh, India.
Periodicity:March - May'2021
DOI : https://doi.org/10.26634/jste.10.1.17888

Abstract

An attempt has been made in the present study to compare strength and permeability of pozzolona pervious concrete made with three different uniform sized aggregates. The strength of pervious concrete mainly depends upon the proportions of which the concrete is made off and size of aggregate used. The combinations of cement and fly ash (for replacement of cement by weight) considered are, (FC1)10% fly ash, 90% cement; (FC2) 20% fly ash, 80% cement; (FC3) 25% fly ash, 75% cement; and (FC4) 30% fly ash, 70% cement. Also, the aggregate of sizes 10 mm (UA10), 12.5 mm (UA12.5) and 20 mm (UA20) have been used. Two different water-binder ratios (w/b) 0.35 and 0.4 are considered to study the strength and permeability. Tests are conducted to determine compressive strength and permeability for various combinations. The various results obtained are presented in detail. Higher w/b ratio shows lower values of compressive strength. Therefore, it is recommended to select proper w/b ratio before using the pervious concrete in the field.

Keywords

Pervious Concrete, Uniform Aggregate, Permeability, Compressive Strength.

How to Cite this Article?

Vinay, V., Adiseshu, S., Sangamreddi, C., Vasanta, S. C., and Taruni, B. (2021). Comparative Study on Strength and Permeability of Pozzolona Pervious Concrete Made with Three Different Sizes of Coarse Aggregate. i-manager's Journal on Structural Engineering, 10(1), 21-30. https://doi.org/10.26634/jste.10.1.17888

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