The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber.
Published in | Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 5) |
DOI | 10.11648/j.jccee.20220705.11 |
Page(s) | 86-92 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2022. Published by Science Publishing Group |
Mixed Waste, Waste Glass and Rubber, Concrete, Recycling, Environment
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APA Style
Grant Keeble Kululanga, Blaston Chirwa, Innocent Kafodya, Peter Mbewe. (2022). Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates. Journal of Civil, Construction and Environmental Engineering, 7(5), 86-92. https://doi.org/10.11648/j.jccee.20220705.11
ACS Style
Grant Keeble Kululanga; Blaston Chirwa; Innocent Kafodya; Peter Mbewe. Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates. J. Civ. Constr. Environ. Eng. 2022, 7(5), 86-92. doi: 10.11648/j.jccee.20220705.11
@article{10.11648/j.jccee.20220705.11, author = {Grant Keeble Kululanga and Blaston Chirwa and Innocent Kafodya and Peter Mbewe}, title = {Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates}, journal = {Journal of Civil, Construction and Environmental Engineering}, volume = {7}, number = {5}, pages = {86-92}, doi = {10.11648/j.jccee.20220705.11}, url = {https://doi.org/10.11648/j.jccee.20220705.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220705.11}, abstract = {The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber.}, year = {2022} }
TY - JOUR T1 - Investigation of Partial Replacement of Sand by Blending Glass and Rubber Aggregates AU - Grant Keeble Kululanga AU - Blaston Chirwa AU - Innocent Kafodya AU - Peter Mbewe Y1 - 2022/10/28 PY - 2022 N1 - https://doi.org/10.11648/j.jccee.20220705.11 DO - 10.11648/j.jccee.20220705.11 T2 - Journal of Civil, Construction and Environmental Engineering JF - Journal of Civil, Construction and Environmental Engineering JO - Journal of Civil, Construction and Environmental Engineering SP - 86 EP - 92 PB - Science Publishing Group SN - 2637-3890 UR - https://doi.org/10.11648/j.jccee.20220705.11 AB - The continued disposal of waste glass and waste car tyres have become a nuisance to communities and threaten the environmental sustainability of the world. Therefore, recycling waste glass and rubber materials for application in concrete production can become one of the positive means of managing the waste crisis in the world from discarded waste glass and waste car tyres. This paper reports on the performance strength of concrete by investigating a mixture of waste glass and waste rubber tyre crumbs as an alternative fine aggregate replacement of sand. A blend of equally mixed waste glass (50%) and crumbs from waste rubber tyres (50%) was made. One hundred and eighty (180) concrete specimens in 50 mm by 50 mm cylinders moulds of varying replacement of sand aggregate of: 0%; 10%; 20%; 30%; and 40% by weight were prepared. The specimens were made by design mixes of 1:2 and 1:3 of cement to blend of waste glass combined with waste rubber to sand by weight. Such specimens were cured for 7, 14 and 28 days before determining the unconfined comprehensive, flexural and tensile strengths. The results showed that a mixture of waste glass and crumbs from rubber car tyres as partial replacement of sand were more than the referral conventional concrete at all the replacement levels of the natural sand fine aggregate. The study forms the basis for further research; replication of this study could yield rich lessons for concrete production using blended or mixed wastes of glass and rubber. VL - 7 IS - 5 ER -