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Partial Replacement of Spent Foundry Sand in Bituminous Mix Design

Received: 1 May 2020    Accepted: 19 June 2020    Published: 5 August 2020
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Abstract

Bituminous mixes for flexible pavement construction are most commonly used all over the world. Mainly aggregate, sand, bitumen etc. are used for pavement construction. In this investigation an attempt is made to study the properties of bituminous pavement materials by the partial replacement of spent foundry sand as fine aggregate with an increment of 10%. Foundry sand is a high quality silica sand that is used to form molds for ferrous (iron and steel) and non-ferrous (copper, aluminum, brass etc.) metal castings. Metal casting industries use huge quantity of foundry sand every year and disposed them after being used. This industrial waste occupies large amount of space of the land. If this sand can be utilized in pavement construction, the disposal and pollution problem can be minimized. The main objective of this study is to determine sufficient bitumen content and mix stability to ensure a durable and cost effective pavement after being partial replacement of foundry sand. The proposed mix design will be conducted in accordance with Marshall Mix design. After performing the experimental investigation it is found that for 30% replacement of waste foundry sand provide superior field performance and better stability than the conventional mixes.

Published in American Journal of Traffic and Transportation Engineering (Volume 5, Issue 3)
DOI 10.11648/j.ajtte.20200503.11
Page(s) 29-33
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

Keywords

Flexible Pavement, Waste Foundry Sand, Marshall Mix Design, Marshall Stability and Cost Effective

References
[1] AASHTO. “American Association for State Highway and Transportation Officials” Revised version 13-02-2015.
[2] Aravind K; Dash A. Industrial Waste in Highway Construction. pp 1-4.
[3] Benson, HC and Bradshaw, S. User Guideline For Foundry Sand In Green Infrastructure Construction. pp 1-17.
[4] Bekir, A and Sevket, A. 2017. Comparative Evaluation of Replacement Foundry Sand With Mineral Fine Aggregates on HMA Properties. Volume 7, Issue 3- July 2017, www.tojsat.net.
[5] Chaudhari, AG; Patekar, PS; Khan, JK; Rokade, VJ and Siddiqui, AS. 2017. Review Study: On Replacement of Fine Aggregate by Foundry Sand In A Pavement. Vol. No. 3, Issue 03, March 2017- Available at www.ijirse.com.
[6] Harihan, K; Kannabiran, E; Karthik, AR and Kumar, AP. 2018. Experimental Study Of Partial Replacement Of Aggregate By Waste Foundry Sand In Flexible Pavement. Special Issue ICETSST- April 2018, www.internationaljournalssrg.org.
[7] MORTH. “Ministry of Road Transportation Highways”, 5th edition, page 178.
[8] Shinde, SS; Sayaad, AM; Bhalodia, AB; Bhasme, AR; Jadhav, VG and Hodage, VD. 2018. Use of Waste Foundry Sand in Flexible pavement. Volume 6 Issue III, March 2018- Available at www.ijraset.com.
[9] Suji D; Poovendran S and Prabhakar P. 2016. Environmental Study on Partial Replacement Of Waste Foundry Sand in Flexible Pavement, International Journal of Civil and Structural Engineering Research, vol. 4, Issue 1, Month: April 2016, pp: (188-197).
[10] Tambake, SO; Kumar, DN; and Manjunath, KR. 2014. Laboratory investigation on hot mix asphalt using reclaimed asphalt pavement for bituminous concrete mix, International Journal of Research in Engineering and Technology, Volume 03, Issue 06, Jun-2014.
[11] Sravani T; Anusha G and Mallika D. 2018. Experimental Study on Partial Replacement of Fine Aggregate with Waste Foundry Sand in Concrete. Journal of Civil Engineering and Environmental Technology, Volume 5, Issue 8; October-December, 2018, pp. 571-575
[12] Bakis R, Koyuncu H and Demirbas A. 2006. “An Investigation of Waste foundry sand in Asphalt Concrete Mixtures”, Waste Management Research (WMR), e-ISSN: 2395, Issue: 3, Volume -24, PP: 269-274, (2006)
[13] Konapure C. G, and Ghanate D. G. 2015. “Effect of Industrial Waste Foundry Sand as Fine Aggregate on Concrete”, International Journal of Current Engineering and Technology (IJCET), EISSN 2277 – 4106, P-ISSN 2347-5161, Issue: 4, Volume-5, PP: 2782-2786, August (2015).
[14] Pandey P, Harison A and Srivastava V. 2015. “Utilization of Waste Foundry Sand as Partial Replacement of Fine Aggregate for Low Cost Concrete”, International Journal of Current Engineering and Technology, Vol. 5, No. 6 (Dec 2015)
[15] Raval A. D, Pamnani A, Kachwala A. I. 2015. “Foundry sand: utilisation as a partial replacement of fine Aggregate for establishing sustainable concrete”, International Journal Of Engineering Sciences & Research Technology, January, 2015
Cite This Article
  • APA Style

    Gazi Mohammad Harun-Or-Rashid, Abdullah Al-Mamun, Ishfaq Eashir Epu. (2020). Partial Replacement of Spent Foundry Sand in Bituminous Mix Design. American Journal of Traffic and Transportation Engineering, 5(3), 29-33. https://doi.org/10.11648/j.ajtte.20200503.11

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    ACS Style

    Gazi Mohammad Harun-Or-Rashid; Abdullah Al-Mamun; Ishfaq Eashir Epu. Partial Replacement of Spent Foundry Sand in Bituminous Mix Design. Am. J. Traffic Transp. Eng. 2020, 5(3), 29-33. doi: 10.11648/j.ajtte.20200503.11

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    AMA Style

    Gazi Mohammad Harun-Or-Rashid, Abdullah Al-Mamun, Ishfaq Eashir Epu. Partial Replacement of Spent Foundry Sand in Bituminous Mix Design. Am J Traffic Transp Eng. 2020;5(3):29-33. doi: 10.11648/j.ajtte.20200503.11

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  • @article{10.11648/j.ajtte.20200503.11,
      author = {Gazi Mohammad Harun-Or-Rashid and Abdullah Al-Mamun and Ishfaq Eashir Epu},
      title = {Partial Replacement of Spent Foundry Sand in Bituminous Mix Design},
      journal = {American Journal of Traffic and Transportation Engineering},
      volume = {5},
      number = {3},
      pages = {29-33},
      doi = {10.11648/j.ajtte.20200503.11},
      url = {https://doi.org/10.11648/j.ajtte.20200503.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajtte.20200503.11},
      abstract = {Bituminous mixes for flexible pavement construction are most commonly used all over the world. Mainly aggregate, sand, bitumen etc. are used for pavement construction. In this investigation an attempt is made to study the properties of bituminous pavement materials by the partial replacement of spent foundry sand as fine aggregate with an increment of 10%. Foundry sand is a high quality silica sand that is used to form molds for ferrous (iron and steel) and non-ferrous (copper, aluminum, brass etc.) metal castings. Metal casting industries use huge quantity of foundry sand every year and disposed them after being used. This industrial waste occupies large amount of space of the land. If this sand can be utilized in pavement construction, the disposal and pollution problem can be minimized. The main objective of this study is to determine sufficient bitumen content and mix stability to ensure a durable and cost effective pavement after being partial replacement of foundry sand. The proposed mix design will be conducted in accordance with Marshall Mix design. After performing the experimental investigation it is found that for 30% replacement of waste foundry sand provide superior field performance and better stability than the conventional mixes.},
     year = {2020}
    }
    

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    T1  - Partial Replacement of Spent Foundry Sand in Bituminous Mix Design
    AU  - Gazi Mohammad Harun-Or-Rashid
    AU  - Abdullah Al-Mamun
    AU  - Ishfaq Eashir Epu
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    PY  - 2020
    N1  - https://doi.org/10.11648/j.ajtte.20200503.11
    DO  - 10.11648/j.ajtte.20200503.11
    T2  - American Journal of Traffic and Transportation Engineering
    JF  - American Journal of Traffic and Transportation Engineering
    JO  - American Journal of Traffic and Transportation Engineering
    SP  - 29
    EP  - 33
    PB  - Science Publishing Group
    SN  - 2578-8604
    UR  - https://doi.org/10.11648/j.ajtte.20200503.11
    AB  - Bituminous mixes for flexible pavement construction are most commonly used all over the world. Mainly aggregate, sand, bitumen etc. are used for pavement construction. In this investigation an attempt is made to study the properties of bituminous pavement materials by the partial replacement of spent foundry sand as fine aggregate with an increment of 10%. Foundry sand is a high quality silica sand that is used to form molds for ferrous (iron and steel) and non-ferrous (copper, aluminum, brass etc.) metal castings. Metal casting industries use huge quantity of foundry sand every year and disposed them after being used. This industrial waste occupies large amount of space of the land. If this sand can be utilized in pavement construction, the disposal and pollution problem can be minimized. The main objective of this study is to determine sufficient bitumen content and mix stability to ensure a durable and cost effective pavement after being partial replacement of foundry sand. The proposed mix design will be conducted in accordance with Marshall Mix design. After performing the experimental investigation it is found that for 30% replacement of waste foundry sand provide superior field performance and better stability than the conventional mixes.
    VL  - 5
    IS  - 3
    ER  - 

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Author Information
  • Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

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

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

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