INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH International Peer Reviewed & Refereed Journals, Open Access Journal ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15
According to the general perception, the use of recycled aggregate in concrete reduces the mechanical properties of concrete. In this paper, the properties of high strength recycled aggregate concrete is evaluated by three ways, such as the addition of glass fiber and Polyvinyl Alcohol fiber, and partial replacement of cement with fly ash and granulated furnace slag and the addition of superplasticizer. Moreover, the size of the fiber used is experiments is 10mm and 20mm. Both of these fibers are used individually as well as in combination with a different ratio of 0.1%, 0.15%, and 2%. Consequently, the percentage replacement of natural aggregate with recycled aggregate is 0%, 50%, and 100%. The experiment results show that the adhered mortar on recycled aggregates, and the varying amount of recycled aggregate significantly affects the strength of concrete. The use of glass fiber and polyvinyl alcohol fiber increases the splitting tensile strength and flexural strength. Additionally, the use of mineral admixtures and fiber increases the bond strength, which significantly improves the strength of concrete.
"Residual compressive and flexural strength of a high strength recycled aggregate concrete", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.6, Issue 6, page no.182 - 195, June-2021, Available :http://www.ijsdr.org/papers/IJSDR2106028.pdf
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Publication Details:
Published Paper ID: IJSDR2106028
Registration ID:193424
Published In: Volume 6 Issue 6, June-2021
DOI (Digital Object Identifier):
Page No: 182 - 195
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631
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