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Use of Ceramic Waste as Fine Aggregate in Bituminous Mix in Flexible Pavement Design

Received: 2 December 2019     Accepted: 16 December 2019     Published: 3 June 2020
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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.

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), 2020. Published by Science Publishing Group

Keywords

Tiles, Bitumen, Fine Aggregate, Marshal Test, Pavement

References
[1] Vaghadia, B. K., Bhatt, M. R. (2016). A STUDY ON EFFECT OF WASTE CERAMIC TILES IN FLEXIBLE PAVEMENT. International Journal of Advanced Engineering and Research Development (IJAERD), 3 (10).
[2] Fatima, E., Sahu, S., Jhamb, A., and Kumar, R., (2014). Use of Ceramic Waste as Filler in Semi –Dense Bituminous Concrete. American Journal of Civil Engineering and Architecture, 2 (3).
[3] Jinal, V. P., Varia, H. R., Mishra, C. B. (2017). Design of Bituminous Mix with and without Partial Replacement of Waste Ceramic Tiles Material, International Journal of Engineering Research & Technology (Ijert), 6 (4).
[4] Çağdaş, K., and Karacasu, M. (2015). Use of Ceramic Wastes in Road Pavement Design. Proceedings of the World Congress on New Technologies, Barcelona, Spain, Paper No. 226.
[5] Cabalar, A. F., Hassan, D. I., and Abdulnafaa, M. D. (2016). Use of waste ceramic tiles for road pavement subgrade. Road Materials and Pavement Design, 18 (4), 882-896.
[6] Dina, M., Sadek, H., Nouhy, A. E. (2013). Properties of paving units incorporating crushed ceramic. HBRC Journal, 10 (2), 198-205.
[7] Fatima, E., Jhamb, A., and Kumar, R. (2013). Ceramic Dust as Construction Material in Rigid Pavement. American Journal of Civil Engineering and Architecture, 1 (5), 112 -116.
[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.
[9] Kara, Ç., & Karacasu, M. (2017). Investigation of waste ceramic tile additive in hot mix asphalt using fuzzy logic approach. Construction and Building Materials, 141, 598-607.
[10] Silvestre, R., Medel, E., García, A., & Navas, J. (2013). Utilizing recycled ceramic aggregates obtained from tile industry in the design of open graded wearing course on both laboratory and in situ basis. Materials & Design, 50, 471-478.
[11] Silvestre, R., Medel, E., García, A., & Navas, J. (2013). Using ceramic wastes from tile industry as a partial substitute of natural aggregates in hot mix asphalt binder courses. Construction and Building Materials, 45, 115-122.
Cite This Article
  • 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

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    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

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    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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  • @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}
    }
    

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  • 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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Author Information
  • Western Bangladesh Bridge Improvement Project (WBBIP), Oriental Consultant Global Limited, Jashore, Bangladesh

  • Western Bangladesh Bridge Improvement Project (WBBIP), Jashore, Bangladesh

  • Department of Civil Engineering, Northern University of Business & Technology, Khulna, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering and Technology, Rajshahi, Bangladesh

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