In this study, the behavior of the recycled plastic, glass and rubber tire as partial replacement of coarse aggregate in concrete have been investigated. Polyethylene terephthalate (PET) bottles, one of the waste plastic types, broken glass of bottles and rubber tires are used for these purposes. The reason to choose these to transfer the recycles materials into valuable product and to solve the problem of dumping the tons of plastic waste, broken glass and rickshaw tires. In this study compressive strength of cylinder concrete specimens were carried out at 7 and 28 days curing. Six concrete mixes have been studied, those are—reference specimens with no recycled material (CS0), specimens with 15% plastic (CSP15), specimens with 15% (CSR15) and 30% (CSR30) tire, specimens with 15% (CSG15) and 30% (CSG30) glass. Total 24 cylindrical specimen of 8”x4” were tested for compressive strength. The order of compressive strength was CS0 > CSG30 > CSG15 > CSR15 > CSR30 > CSP15. The Study found that compressive strength of concrete mix decreases with the increase of plastic and rubber content. However, compressive strength of concrete increases with the increase of glass content. Plastic material have low bonding with cement in concrete and perform poorly. On contrary, glass works very well with concrete and compressive strength of concrete reduces with the increase of rubber content.
| Published in | Advances in Applied Sciences (Volume 5, Issue 4) |
| DOI | 10.11648/j.aas.20200504.11 |
| Page(s) | 97-102 |
| 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), 2020. Published by Science Publishing Group |
Waste Plastic, Broken Glass, Rubber Tire, Concrete Compressive Strength, Non-biodegradable Materials
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APA Style
Khandaker Samin Atif, Md. Asadullah-Al-Galib, Nabil Ahmed, Nayem Hasan, Saurav Barua. (2020). A Comparative Study on Compressive Strength of Concrete Mix Containing Plastic, Glass and Rubber Aggregates. Advances in Applied Sciences, 5(4), 97-102. https://doi.org/10.11648/j.aas.20200504.11
ACS Style
Khandaker Samin Atif; Md. Asadullah-Al-Galib; Nabil Ahmed; Nayem Hasan; Saurav Barua. A Comparative Study on Compressive Strength of Concrete Mix Containing Plastic, Glass and Rubber Aggregates. Adv. Appl. Sci. 2020, 5(4), 97-102. doi: 10.11648/j.aas.20200504.11
AMA Style
Khandaker Samin Atif, Md. Asadullah-Al-Galib, Nabil Ahmed, Nayem Hasan, Saurav Barua. A Comparative Study on Compressive Strength of Concrete Mix Containing Plastic, Glass and Rubber Aggregates. Adv Appl Sci. 2020;5(4):97-102. doi: 10.11648/j.aas.20200504.11
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author = {Khandaker Samin Atif and Md. Asadullah-Al-Galib and Nabil Ahmed and Nayem Hasan and Saurav Barua},
title = {A Comparative Study on Compressive Strength of Concrete Mix Containing Plastic, Glass and Rubber Aggregates},
journal = {Advances in Applied Sciences},
volume = {5},
number = {4},
pages = {97-102},
doi = {10.11648/j.aas.20200504.11},
url = {https://doi.org/10.11648/j.aas.20200504.11},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.aas.20200504.11},
abstract = {In this study, the behavior of the recycled plastic, glass and rubber tire as partial replacement of coarse aggregate in concrete have been investigated. Polyethylene terephthalate (PET) bottles, one of the waste plastic types, broken glass of bottles and rubber tires are used for these purposes. The reason to choose these to transfer the recycles materials into valuable product and to solve the problem of dumping the tons of plastic waste, broken glass and rickshaw tires. In this study compressive strength of cylinder concrete specimens were carried out at 7 and 28 days curing. Six concrete mixes have been studied, those are—reference specimens with no recycled material (CS0), specimens with 15% plastic (CSP15), specimens with 15% (CSR15) and 30% (CSR30) tire, specimens with 15% (CSG15) and 30% (CSG30) glass. Total 24 cylindrical specimen of 8”x4” were tested for compressive strength. The order of compressive strength was CS0 > CSG30 > CSG15 > CSR15 > CSR30 > CSP15. The Study found that compressive strength of concrete mix decreases with the increase of plastic and rubber content. However, compressive strength of concrete increases with the increase of glass content. Plastic material have low bonding with cement in concrete and perform poorly. On contrary, glass works very well with concrete and compressive strength of concrete reduces with the increase of rubber content.},
year = {2020}
}
TY - JOUR T1 - A Comparative Study on Compressive Strength of Concrete Mix Containing Plastic, Glass and Rubber Aggregates AU - Khandaker Samin Atif AU - Md. Asadullah-Al-Galib AU - Nabil Ahmed AU - Nayem Hasan AU - Saurav Barua Y1 - 2020/11/04 PY - 2020 N1 - https://doi.org/10.11648/j.aas.20200504.11 DO - 10.11648/j.aas.20200504.11 T2 - Advances in Applied Sciences JF - Advances in Applied Sciences JO - Advances in Applied Sciences SP - 97 EP - 102 PB - Science Publishing Group SN - 2575-1514 UR - https://doi.org/10.11648/j.aas.20200504.11 AB - In this study, the behavior of the recycled plastic, glass and rubber tire as partial replacement of coarse aggregate in concrete have been investigated. Polyethylene terephthalate (PET) bottles, one of the waste plastic types, broken glass of bottles and rubber tires are used for these purposes. The reason to choose these to transfer the recycles materials into valuable product and to solve the problem of dumping the tons of plastic waste, broken glass and rickshaw tires. In this study compressive strength of cylinder concrete specimens were carried out at 7 and 28 days curing. Six concrete mixes have been studied, those are—reference specimens with no recycled material (CS0), specimens with 15% plastic (CSP15), specimens with 15% (CSR15) and 30% (CSR30) tire, specimens with 15% (CSG15) and 30% (CSG30) glass. Total 24 cylindrical specimen of 8”x4” were tested for compressive strength. The order of compressive strength was CS0 > CSG30 > CSG15 > CSR15 > CSR30 > CSP15. The Study found that compressive strength of concrete mix decreases with the increase of plastic and rubber content. However, compressive strength of concrete increases with the increase of glass content. Plastic material have low bonding with cement in concrete and perform poorly. On contrary, glass works very well with concrete and compressive strength of concrete reduces with the increase of rubber content. VL - 5 IS - 4 ER -
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