UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 13 | Issue 3 | March 2026

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Published in:

Volume 9 Issue 12
December-2022
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2212131


Registration ID:
505563

Page Number

b265-b278

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Title

STUDY ON STRENGTH VARIATION PROPERTIES OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMEBY RICE HUSK AND NANO SILICA

Abstract

This project studies the recent investigations and development of combined application of Pozzolanic additions - Nano-Silica (NS) and Rice-Husk Ash (RHS) on the strength properties of concrete for sub sequential growth of concrete industry. This investigation not only saves the natural resources but also controls the environmental pollution by usage of wastes. The limited work is done on partial replacement of Rice-Husk Ash and Nano-Silica in cement paste, mortar and concrete. In the present study the cement is partially substituted by 20% and 30% of Rice-Husk Ash and Nano- Silica 2.0%, 4.0% and 6.0% by weight. To understand the application of Rice-Husk Ash and Nano- Silica various literatures have been reviewed and their influence on Compressive Strength, Bending Strength (Flexural Strength), Elastic Modulus or Young’s Modulus and Tensile Strength of M35 grade of concrete is investigated. The experimental investigation results of concrete are tabulated using the combination of various proportions of Rice-Husk Ash and Nano-Silica are collate with that of Controlled Concrete. The mechanical strength development and durability properties of concrete are greatly influenced because of this combined application of Nano-Silica and Rice-Husk Ash compared to the Controlled Concrete properties. The sustainable increase in the various strength characteristics of concrete prepared using Nano-Silica and Rice-Husk Ash can be accredited to the efficacious packing of colloidal particles and the need of additional binder in the application of Rice-Husk Ash and Nano- Silica.

Key Words

Nano-Silica (NS), Rice-Husk ash, Controlled Concrete, packing of Colloidal particles, Compressive Strength, Flexural Strength, Partial replacement.

Cite This Article

"STUDY ON STRENGTH VARIATION PROPERTIES OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMEBY RICE HUSK AND NANO SILICA", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 12, page no.b265-b278, December-2022, Available :http://www.jetir.org/papers/JETIR2212131.pdf

ISSN


2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"STUDY ON STRENGTH VARIATION PROPERTIES OF CONCRETE WITH PARTIAL REPLACEMENT OF CEMEBY RICE HUSK AND NANO SILICA", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 12, page no. ppb265-b278, December-2022, Available at : http://www.jetir.org/papers/JETIR2212131.pdf

Publication Details

Published Paper ID: JETIR2212131
Registration ID: 505563
Published In: Volume 9 | Issue 12 | Year December-2022
DOI (Digital Object Identifier):
Page No: b265-b278
Country: Nellore, andhra pradesh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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