International Journal of Advanced Innovative Technology in Engineering (IJAITE)

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Utilization of Industrial Waste in Pervious Concrete

Anand W. Kale, Shruti K. Sontakke, Chanchal G. Talwekar, Moreshwar A. Khadse, Shravan A. Dasarwar, Virag S. Hiwarkar, Prof. Shrikant R. Nagoshe

Abstract :

In precast concrete, the amount of fine aggregate is small or not at all aggregate as good as sand, hence the so-called “No fine or thin concrete”. This study reveals the impact of cement when changing Fly ash and slag mixed with various sizes of solid aggregate in continuous concrete materials such as compressive strength, water permeability, water absorption, and porosity. The water content of cement is 0.34 and the cement to coarse aggregate ratio is 1: 3 The thickness of the solid aggregate used is 10 mm and 20 mm. The cement used is OPC 53 range and the cement content is estimated to be 300 kg / m3. To test the compressive strength the full concrete cubes of 150mm * 150mm * 150mm are prepared and the investigation should be carried out over a period of 3 days, 7 days, and 14 days. Cubes size 100mm * 100mm * 100mm and cylinders size 100 mm dia. A length of 200mm is thrown to check the water penetration, water absorption, and Porosity. The result shows that the compressive strength of 20% filled concrete instead of fly ash and slag was more than 5 to 15% of the conversion. Collaborative interaction with accessibility and content was found to be the same for both size sizes.

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