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Paper Details

Paper Title
DEVELOPMENT M20 AND M30 GRADE OF RECYCLED AGGREGATE CONCRETE BY REPLACING 100% VIRGIN AGGREGATES WITH RECYCLED AGGREGATES
Abstract
The increasing difficulty in securing natural coarse and fine aggregates for the production of concrete coupled with the environmental issue and depletion of natural aggregates makes the usage of recycled coarse aggregate. Hence, the recycled aggregate concrete (RAC) is very much required to preserve the natural resources for future generation. Study on recycled aggregate is having high significance as the concrete contains 60 to 80% with coarse aggregates. However, the full use of the material can be justified only through structural applications. Engineers are reluctant to use RAC in structural elements due to lack of established design guidelines. Strength and durability studies pertaining to Recycled Aggregate Concrete (RAC) of M20 and M30 grades made by replacing 100 % virgin aggregates with recycled aggregates are presented. The results of compressive strength test, split tensile strength, flexural strength and permeability tests are presented in this paper.
Keyword
Construction and Demolition waste, Environmental issues, Structural Engineering Applications, 100% recycled aggregate, Compressive strength, flexural strength, splitting tensile strength and permeability.
Others Details
Paper Id : 75824
Author Name : Sidam Gangaram
Co-Author Name(s) : Vankadothu BhikshmaMaganti janardhana
Volume/Issue No : Volume 05 Issue 03
Page No : 203-209
DOI Number : DOI:10.21090/IJAERD.75824
License : This work is licensed under a Creative Commons Attribution 4.0 International License.
website : http://www.ijaerd.com/index.php
Impact Factor : 5.71, SJIF-2017
ISSN Details : eISSN: 2348-4470, pISSN:2348-6406
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