Review on “Performance Evaluation of Cement Concrete by Partially Replacing Coarse Aggregates with Sandstone”

Akash Samadhiya; Prof.  Vijay Shrivastava

Review on “Performance Evaluation of Cement Concrete by Partially Replacing Coarse Aggregates with Sandstone”

Authors: Akash Samadhiya , Prof. Vijay Shrivastava

Unique Paper ID: 150172
Volume: 7
Issue: 3
PageNo: 162-165

Keywords: sandstones coarse aggregates concrete etc.

Abstract:
Aggregates are the significant constituents of cement and commonly involve somewhere in the range of 60% and 80% of the solid volume. Properties of both new and solidified cement are principally impacted by the nature of total, including its long haul strength and protection from splitting. It is notable that the inhomogeneous structure of cement can be portrayed as a three-stage framework comprising of solidified concrete glue, total and the interface between total particles and bond glue. Because of the generally high contrasts of solidness of among total and solidified concrete glue, stress fixations are conformed to the total particles in the interfacial zone. In this way, the bond quality that keeps up the anxieties appropriation at the interfacial zone impacts exceptionally the compressive quality of solid composite. Researchers have been attempting to diminish the reliance of regular assets utilized in bond concrete via looking for a waste joined through quarries. Scientists have used distinctive misuse of solid, tile, asphalt and oneself compacting concrete. Thus the objective of this review paper is â€œTo review the possible use of sandstones as coarse aggregates obtained from Mahakoshal region, in cement concrete and also find out fresh and hardened state concrete properties.â€

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Cite This Article

ISSN: 2349-6002
Volume: 7
Issue: 3
PageNo: 162-165

Review on “Performance Evaluation of Cement Concrete by Partially Replacing Coarse Aggregates with Sandstone”

Available:https://ijirt.org/Article?manuscript=150172

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Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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