In bituminous road construction aggregate is the principal material. Aggregates constitute about 90% or even more of the total construction materials. While selecting aggregate for road construction, search has to be intensified for easily accessible, low-cost natural aggregates and investigate the suitability of indigenous aggregates. Every effort must be taken to select the most economical aggregate which should also perform satisfactorily the design criteria for the road construction conditions. A laboratory investigation was carried out to investigate the design performance of bituminous pavement using different fine aggregates. While constructing bituminous pavement a mix of coarse aggregate, fine aggregate, mineral filler, and bitumen are used. The demand for natural fine aggregate can be reduced by recycling waste tiles chips. Waste tiles, chips aggregate refer to aggregate that has been previously used in the concrete structure as a floor finish. This study easy carried out to investigate the possibility of using waste tiles, chips as a fine aggregate. Therefore, two types of fine aggregate were used to study and compare the behavior of bituminous mixes using waste tiles with that of coarse sand. The Marshall Mix design procedure specified by AASHTO standard was followed in the determination of stability, flow, density, voids in the mixes and the optimum bitumen content. The test specimens were compacted with 50 blows from the consideration of medium traffic. The test results indicated that dense graded bituminous mixes with two types of different fine aggregates satisfy the Marshall Design criteria. From the economic consideration, mixes with waste tiles, chips are comparatively more suitable when available at the construction site. Dense bituminous mix using waste tiles, chips as fine aggregate for medium traffic, is a feasible option from the standpoint of stability, stiffness, deformations and void characteristics.
| Published in | Landscape Architecture and Regional Planning (Volume 5, Issue 2) |
| DOI | 10.11648/j.larp.20200502.13 |
| Page(s) | 33-37 |
| 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), 2024. Published by Science Publishing Group |
Tiles, Bitumen, Fine Aggregate, Marshal Test, Pavement
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| [8] | Anting, N., Din, M. F. M., Ponraj, M., Iwao, K., Chelliapan, S., & Ubukata, N. (2014). Optimal mixture design of mix-wasted tile aggregates for reducing pavement surface temperature. Journal of Materials in Civil Engineering, 27 (9), 04014239. |
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APA Style
Md. Murad Hasan, Mehejabin Chowdhury Ankan, Md. Ebrahim Shaik, Md. Rasel Ali. (2020). Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design. Landscape Architecture and Regional Planning, 5(2), 33-37. https://doi.org/10.11648/j.larp.20200502.13
ACS Style
Md. Murad Hasan; Mehejabin Chowdhury Ankan; Md. Ebrahim Shaik; Md. Rasel Ali. Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design. Landsc. Archit. Reg. Plan. 2020, 5(2), 33-37. doi: 10.11648/j.larp.20200502.13
AMA Style
Md. Murad Hasan, Mehejabin Chowdhury Ankan, Md. Ebrahim Shaik, Md. Rasel Ali. Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design. Landsc Archit Reg Plan. 2020;5(2):33-37. doi: 10.11648/j.larp.20200502.13
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Download@article{10.11648/j.larp.20200502.13,
author = {Md. Murad Hasan and Mehejabin Chowdhury Ankan and Md. Ebrahim Shaik and Md. Rasel Ali},
title = {Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design},
journal = {Landscape Architecture and Regional Planning},
volume = {5},
number = {2},
pages = {33-37},
doi = {10.11648/j.larp.20200502.13},
url = {https://doi.org/10.11648/j.larp.20200502.13},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.larp.20200502.13},
abstract = {In bituminous road construction aggregate is the principal material. Aggregates constitute about 90% or even more of the total construction materials. While selecting aggregate for road construction, search has to be intensified for easily accessible, low-cost natural aggregates and investigate the suitability of indigenous aggregates. Every effort must be taken to select the most economical aggregate which should also perform satisfactorily the design criteria for the road construction conditions. A laboratory investigation was carried out to investigate the design performance of bituminous pavement using different fine aggregates. While constructing bituminous pavement a mix of coarse aggregate, fine aggregate, mineral filler, and bitumen are used. The demand for natural fine aggregate can be reduced by recycling waste tiles chips. Waste tiles, chips aggregate refer to aggregate that has been previously used in the concrete structure as a floor finish. This study easy carried out to investigate the possibility of using waste tiles, chips as a fine aggregate. Therefore, two types of fine aggregate were used to study and compare the behavior of bituminous mixes using waste tiles with that of coarse sand. The Marshall Mix design procedure specified by AASHTO standard was followed in the determination of stability, flow, density, voids in the mixes and the optimum bitumen content. The test specimens were compacted with 50 blows from the consideration of medium traffic. The test results indicated that dense graded bituminous mixes with two types of different fine aggregates satisfy the Marshall Design criteria. From the economic consideration, mixes with waste tiles, chips are comparatively more suitable when available at the construction site. Dense bituminous mix using waste tiles, chips as fine aggregate for medium traffic, is a feasible option from the standpoint of stability, stiffness, deformations and void characteristics.},
year = {2020}
}
TY - JOUR T1 - Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design AU - Md. Murad Hasan AU - Mehejabin Chowdhury Ankan AU - Md. Ebrahim Shaik AU - Md. Rasel Ali Y1 - 2020/06/03 PY - 2020 N1 - https://doi.org/10.11648/j.larp.20200502.13 DO - 10.11648/j.larp.20200502.13 T2 - Landscape Architecture and Regional Planning JF - Landscape Architecture and Regional Planning JO - Landscape Architecture and Regional Planning SP - 33 EP - 37 PB - Science Publishing Group SN - 2637-4374 UR - https://doi.org/10.11648/j.larp.20200502.13 AB - In bituminous road construction aggregate is the principal material. Aggregates constitute about 90% or even more of the total construction materials. While selecting aggregate for road construction, search has to be intensified for easily accessible, low-cost natural aggregates and investigate the suitability of indigenous aggregates. Every effort must be taken to select the most economical aggregate which should also perform satisfactorily the design criteria for the road construction conditions. A laboratory investigation was carried out to investigate the design performance of bituminous pavement using different fine aggregates. While constructing bituminous pavement a mix of coarse aggregate, fine aggregate, mineral filler, and bitumen are used. The demand for natural fine aggregate can be reduced by recycling waste tiles chips. Waste tiles, chips aggregate refer to aggregate that has been previously used in the concrete structure as a floor finish. This study easy carried out to investigate the possibility of using waste tiles, chips as a fine aggregate. Therefore, two types of fine aggregate were used to study and compare the behavior of bituminous mixes using waste tiles with that of coarse sand. The Marshall Mix design procedure specified by AASHTO standard was followed in the determination of stability, flow, density, voids in the mixes and the optimum bitumen content. The test specimens were compacted with 50 blows from the consideration of medium traffic. The test results indicated that dense graded bituminous mixes with two types of different fine aggregates satisfy the Marshall Design criteria. From the economic consideration, mixes with waste tiles, chips are comparatively more suitable when available at the construction site. Dense bituminous mix using waste tiles, chips as fine aggregate for medium traffic, is a feasible option from the standpoint of stability, stiffness, deformations and void characteristics. VL - 5 IS - 2 ER -
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