Feasibility study of compressed bricks utilizing rubber glove manufacturing residue

The demand of the rubber glove had increased significantly since early of the year 2020 due to the COVID-19 virus breakout especially in the medical and healthcare sector. Rubber Glove Manufacturing Residue (RGMR) is the by-product from the effluent treatment by coagulation process in the manufactur...

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Main Authors: Soo S.-Q., Ean L.-W., Ng C.-Y., Tan J.-C.
Other Authors: 58079800600
Format: Conference Paper
Published: EDP Sciences 2023
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Institution: Universiti Tenaga Nasional
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spelling my.uniten.dspace-269102023-05-29T17:37:43Z Feasibility study of compressed bricks utilizing rubber glove manufacturing residue Soo S.-Q. Ean L.-W. Ng C.-Y. Tan J.-C. 58079800600 55324334700 58079040400 58079040500 The demand of the rubber glove had increased significantly since early of the year 2020 due to the COVID-19 virus breakout especially in the medical and healthcare sector. Rubber Glove Manufacturing Residue (RGMR) is the by-product from the effluent treatment by coagulation process in the manufacturing procedure. Non-recyclable RGMR are disposed to landfill after treated. This research is aimed to reuse the RGMR in cemented interlocking bricks to address the natural resources depletion issues and greenhouse gases released from the burnt brick production. The comparison in terms of physical and mechanical properties was conducted in between RGMR and crumb rubber interlocking bricks (RIB). RGMR and crumb rubber were used as partial fine aggregate replacement by 10% while fly ash was used as a cement replacement material by 56%. Four mixes were tested, and the interlocking bricks were categorized as medium weight bricks. However, only control mix and RGMR-2 mix fulfilled the loadbearing masonry requirement of a minimum of 13.8 MPa. RGMR-2 utilizing 10% fine aggregate replacement using RGMR without cement replacement. As for the mixes utilizing fly ash and fine aggregate replacement, RGMR-1 mix and RIB mix show compressive strength of 12.15 MPa and 11.64 MPa respectively. Besides that, the use of RGMR reduced the water absorption compared to RIB mix due to the larger particle size of crumb rubber. The water absorption rate for RIB mix has exceeded the limit of water absorption for the medium weight bricks of 240 kg/m3. The finding indicates that the RGMR exhibited a better performance as compared to the crumb rubber. � The Authors, published by EDP Sciences. Final 2023-05-29T09:37:43Z 2023-05-29T09:37:43Z 2022 Conference Paper 10.1051/e3sconf/202234702005 2-s2.0-85146844739 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85146844739&doi=10.1051%2fe3sconf%2f202234702005&partnerID=40&md5=be990d8ff3f991324fd4f44f083b2a9c https://irepository.uniten.edu.my/handle/123456789/26910 347 2005 All Open Access, Gold, Green EDP Sciences Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description The demand of the rubber glove had increased significantly since early of the year 2020 due to the COVID-19 virus breakout especially in the medical and healthcare sector. Rubber Glove Manufacturing Residue (RGMR) is the by-product from the effluent treatment by coagulation process in the manufacturing procedure. Non-recyclable RGMR are disposed to landfill after treated. This research is aimed to reuse the RGMR in cemented interlocking bricks to address the natural resources depletion issues and greenhouse gases released from the burnt brick production. The comparison in terms of physical and mechanical properties was conducted in between RGMR and crumb rubber interlocking bricks (RIB). RGMR and crumb rubber were used as partial fine aggregate replacement by 10% while fly ash was used as a cement replacement material by 56%. Four mixes were tested, and the interlocking bricks were categorized as medium weight bricks. However, only control mix and RGMR-2 mix fulfilled the loadbearing masonry requirement of a minimum of 13.8 MPa. RGMR-2 utilizing 10% fine aggregate replacement using RGMR without cement replacement. As for the mixes utilizing fly ash and fine aggregate replacement, RGMR-1 mix and RIB mix show compressive strength of 12.15 MPa and 11.64 MPa respectively. Besides that, the use of RGMR reduced the water absorption compared to RIB mix due to the larger particle size of crumb rubber. The water absorption rate for RIB mix has exceeded the limit of water absorption for the medium weight bricks of 240 kg/m3. The finding indicates that the RGMR exhibited a better performance as compared to the crumb rubber. � The Authors, published by EDP Sciences.
author2 58079800600
author_facet 58079800600
Soo S.-Q.
Ean L.-W.
Ng C.-Y.
Tan J.-C.
format Conference Paper
author Soo S.-Q.
Ean L.-W.
Ng C.-Y.
Tan J.-C.
spellingShingle Soo S.-Q.
Ean L.-W.
Ng C.-Y.
Tan J.-C.
Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
author_sort Soo S.-Q.
title Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
title_short Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
title_full Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
title_fullStr Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
title_full_unstemmed Feasibility study of compressed bricks utilizing rubber glove manufacturing residue
title_sort feasibility study of compressed bricks utilizing rubber glove manufacturing residue
publisher EDP Sciences
publishDate 2023
_version_ 1806425719436214272