Emerging Trends in Climate Change (ETCC)
Year : 2022, Volume : 1, Issue : 2
First page : (28) Last page : (37)
Article doi: : http://dx.doi.org/10.18782/2583-4770.112
Study of Workability, Compressive Strength, Density and Void Ratio of Concrete Containing No Sand
Rohit Sharma1* and Jaspreet Kaur2 1M. Tech Scholar, 2Assistant Professor,
Department of School of Engineering and Technology, CT University Ludhiana
*Corresponding Author E-mail: rt.sharma003@gmail.com
Received: 24.4.2022 | Revised: 22.06.2022 | Accepted: 6.07.2022
ABSTRACT
High strength concrete assumes a significant part in urbanization. Because of impermeable concrete pavements, water can't seep into the ground water table. Subsequently, in this analysis we stressed on pervious concrete roadways as a substitute to the circumstance. In current review, no sand pervious concrete was casted utilizing plasticizer with various sizes aggregating 4.75 mm to 20 mm. Compressive strength, density, permeability, workability of the vast majority of the cubes goes from 5.51 N/mm2 to 20.10 N/mm2. Void proportion of the relative cubes was extremely high ranges from 0.117 to 0.381. The porosity of the mixtures of blends emerges to be exceptionally high as void proportion is high, goes from 9.4% to 27.6%. Density of pervious Concrete is low when contrasted with ordinary Concrete because of its high porosity. The normal density of all mixes is determined as 2072.59 kg/m3. The density of all mixes is in the reach 1985.185 to 2136.296 kg/m3. Accordingly, pervious Concrete can be applied to the both pavements and pathways where less strength of Concrete is required.
Full Text : PDF; Journal doi : http://dx.doi.org/10.18782
Cite this article: Sharma, R., & Kaur, J. (2022). Study of Workability, Compressive Strength, Density and Void Ratio of Concrete Containing No Sand, Emrg. Trnd. Clim. Chng.1(3), 28-37. doi: http://dx.doi.org/10.18782/2583-4770.112
