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IJSDR
INTERNATIONAL JOURNAL OF SCIENTIFIC DEVELOPMENT AND RESEARCH
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ISSN Approved Journal No: 2455-2631 | Impact factor: 8.15 | ESTD Year: 2016
open access , Peer-reviewed, and Refereed Journals, Impact factor 8.15

Issue: March 2024

Volume 9 | Issue 3

Impact factor: 8.15

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Paper Title: Study On Self Compacting Concrete Using Recycled Aggregate As Partial Replacement For Fine Aggregate And Coarse Aggregate With Addition Of Steel Fibres
Authors Name: Suhaib Mushtaq
Unique Id: IJSDR1808020
Published In: Volume 3 Issue 8, August-2018
Abstract: Self compacting concrete is a new type of concrete which can be placed in every corner of framework under its weight without any segregation. Self compacting concrete gives a fast rate of concrete placement with rapid construction times and ease of flow around congested reinforcement. The use of the waste materials has been increased for making concrete due to various environmental and economical considerations. Recycled concrete is one of the waste materials that have been used in concrete. Due to increasing air pollution the important issue of repelling the pollutants in which construction industry plays a key role so that recycled concrete has been suggested to decrease the construction pollutants and which not only allows for a more efficient life cycle of natural resources but also contributes to environmental protection leading to sustainable environment. In this study recycled aggregate has been used as a partial replacement for cement in self compacting concrete of grade M30. This research is an attempt to provide very useful information for the practical use of recycled aggregate in advance concrete production. The recycled aggregate has replaced the coarse aggregate in percentages of 25%, 35%, 45% and 55 %and fine aggregate by 10% with addition of steel fibres. The percentage of steel fibre used was 0.75% by weight of cementitious material .The range of the flow properties were determined by performing different tests as slump flow test, v-funnel test and l-box test. The hardened properties of self compacting concrete were determined by compressive strength test , split tensile strength test and flexural strength test at the end of 7 days and 28 days. From the study it was concluded that the optimum replacement of aggregates by recycled aggregate with addition of steel fibre was 10% for fine aggregate and 35% for coarse aggregate for self compacting concrete.
Keywords: Self Compacting Concrete, Glass Powder, Steel Fibres, Compressive Strength, Split Tensile Strength, Flexural Strength
Cite Article: "Study On Self Compacting Concrete Using Recycled Aggregate As Partial Replacement For Fine Aggregate And Coarse Aggregate With Addition Of Steel Fibres", International Journal of Science & Engineering Development Research (www.ijsdr.org), ISSN:2455-2631, Vol.3, Issue 8, page no.131 - 136, August-2018, Available :http://www.ijsdr.org/papers/IJSDR1808020.pdf
Downloads: 000336256
Publication Details: Published Paper ID: IJSDR1808020
Registration ID:180582
Published In: Volume 3 Issue 8, August-2018
DOI (Digital Object Identifier):
Page No: 131 - 136
Publisher: IJSDR | www.ijsdr.org
ISSN Number: 2455-2631

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