“Experimental Study on Compressive Strength and Cost analysis ofM30  Concrete by Replacing Artificial sand Against Natural sand”

Shyam Kumar Gupta; pushpendra K kushwaha; Mithun Kumar Rana

“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”

May 2022

Vol-8, Issue-3

Paper ID: 16668

ISSN: 2395-4396

Downloads: 0

Abstract & Details

Research Area

Civil Engineering

Keywords

Manufactured Sand River Sand Compressive strength Flexural strength Split Tensile Strength Workability.

Abstract

Being cheapest in earlier days the natural sand used in concrete without any alternate even though natural sand containing organic impurities, clay and silt content more than permitted level. Due to excessive mining the river basin environment got affected, the demand for fine aggregate increased and the prevailing market unable to meet the need. Nowadays crushed sand also called as manufactured sand being used as an alternate to natural sand partially or fully.an attempt has been made to experimentally study the properties of concrete by replacing the 100% natural sand with artificial sand. The results have shown that the natural sand can be replaced with the artificial sand to produce concrete of Satisfactory strength and durability.Experiments conducted on M30, grade concrete with fine aggregate replacement proportion 10%,20% 30%, 40%,50%,60% and 70%. We have investigated workability, compressive strength for all different cases and cost analysis between artificial sand and Natural Sand.

License

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Author Information

#	Name	Institute / Affiliation
1	Shyam Kumar Gupta	RKDF College of Engineering, Bhopal (M. P.), India
2	pushpendra K kushwaha	RKDF College of Engineering, Bhopal (M. P.), India
3	Mithun Kumar Rana	RKDF College of Engineering, Bhopal (M. P.), India

How to Cite

Use the following formats to cite this article in your research.

APA Style

Gupta, Shyam Kumar, kushwaha, pushpendra K, & Rana, Mithun Kumar (2022). “Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”. International Journal of Advance Research and Innovative Ideas In Education, 8(3), 1065-1071.

MLA Style

Gupta, Shyam Kumar, et al. "“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”." International Journal of Advance Research and Innovative Ideas In Education, vol. 8, no. 3, 2022, pp. 1065-1071.

IEEE Style

Shyam Kumar Gupta, pushpendra K kushwaha, and Mithun Kumar Rana, "“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”," International Journal of Advance Research and Innovative Ideas In Education, vol. 8, no. 3, pp. 1065-1071, 2022.

Vancouver Style

Gupta Shyam Kumar, kushwaha pushpendra K, Rana Mithun Kumar. “Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”. International Journal of Advance Research and Innovative Ideas In Education. 2022;8(3):1065-1071.

Harvard Style

Gupta, Shyam Kumar, kushwaha, pushpendra K, & Rana, Mithun Kumar (2022) '“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”', International Journal of Advance Research and Innovative Ideas In Education, 8(3), pp. 1065-1071.

Chicago Style

Gupta, Shyam Kumar, pushpendra K kushwaha, and Mithun Kumar Rana. "“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”." International Journal of Advance Research and Innovative Ideas In Education 8, no. 3 (2022): 1065-1071.

Turabian Style

Gupta, Shyam Kumar, pushpendra K kushwaha, and Mithun Kumar Rana. "“Experimental Study on Compressive Strength and Cost analysis ofM30 Concrete by Replacing Artificial sand Against Natural sand”." International Journal of Advance Research and Innovative Ideas In Education 8, no. 3 (2022): 1065-1071.