Research Article | | Peer-Reviewed

Pavement Service Life Prediction with PLAXIS 3D in Bangladesh

Received: 14 May 2024     Accepted: 6 June 2024     Published: 2 July 2024
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Abstract

This research aims to forecast the service life of the flexible pavement in Bangladesh. The service life of flexible pavement is greatly affected by the climate and traffic load. Pavements are severely deteriorated by the overweight trucks, shortening their lifespan. The study aims to predict the service life of a flexible road using the PLAXIS 3D software. The PYTHON algorithm was utilized for the pre- and post-processing of new mechanistic empirical approach based on the AASHTO 2008 design standard. PLAXIS 3D was used for realistic soil & damage modelling and to obtain a reliable service life. Rajshahi City Bypass Nowhata Road was chosen as the study area for this study because the road condition of Nowhata is defected day by day and the number of moving vehicles with high axle load also increasing. This research has established to give the valid data to the authority according to the construction materials of flexible pavement to get better performance and proper use of materials. This road is constructed under the Road & Highway Department (RHD), Rajshahi Zone. This study shows realistic results based on temperature, soil data of subgrade and the materials property used in the PLAXIS 3D software and PYTHON programming language.

Published in American Journal of Civil Engineering (Volume 12, Issue 3)
DOI 10.11648/j.ajce.20241203.12
Page(s) 86-94
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, Pavement Service Life, PLAXIS 3D, Asphalt Concrete, PYTHON

References
[1] American Association of State Highway and Transportation Official’s (AASHTO) (2008). Mechanistic-Empirical Pavement Design Guide, A Manual of Practice, Interim Edition.
[2] American Association of State Highway and Transportation Officials (AASHTO). (1993). Guide for Design of Pavement Structures.
[3] AUSTROADS. (2012). Guide to Pavement Technology. Part 2: Pavement Structural Design. Austroads Publication No. AGPT02-12.
[4] Ali, G., Elniema, A. and El-Obeid, H. (2012). “Feasibility of Using Concrete Pavements in Developing, Hot-Climate Countries: A Case Study for Conditions of Khartoum State in Sudan.” 9th International Conference on Concrete, Bahrain, 12-14 Feb 2012.
[5] Collop A. and Cebon D. (1995). “Modelling Whole-Life Pavement Performance”. Road Transport Technology 4, University of Michigan Transportation Research Institute. 201–212.
[6] Di Benedetto, H., Baaj, H., Pronk, A. C., & Lundström, R. (2004). Fatigue of bituminous mixtures. Materials and Structures, 37(3), 202–216.
[7] Fatemi, A. and Yang, L. (1998). "Cumulative fatigue damage and life prediction theories: a survey of the state of the art for homogeneous materials". Int. J. Fatigue, Vol. 20, No. 1. 9–34.
[8] Hamim, O. F., & Hoque, S. (2019). Prediction of Pavement Life of Flexible Pavements under the Traffic Loading Conditions of Bangladesh. Airfield and Highway Pavements 2019.
[9] Hamim, O. F. (2017). “Comparative study of rigid and flexible pavements construction in Bangladesh.” B. Sc. thesis, Bangladesh University of Engineering and Technology, Dhaka.
[10] Li, J., Xiao, D. X., Wang, K. C. P., Hall, K. D., & Qiu, Y. (2011). Mechanistic-empirical pavement design guide (MEPDG): a bird’s-eye view. Journal of Modern Transportation, 19(2), 114–133.
[11] Lundström, R., Di Benedetto, H., & Isacsson, U. (2004). Influence of asphalt mixture stiffness on fatigue failure. Journal of Materials in Civil Engineering, 16(6), 516–525.
[12] Rabaiotti, C., Amstad, M., and Schnyder, M. (2013) Pavement Rehabilitation of Runway 14/32 at Zürich International Airport: Service Life Prediction Based on Updated Incremental Damage Approach. Airfield and Highway Pavement 2013, pp. 609–627.
[13] Rabaiotti, C., Puzrin, A. M., Caprez, M., & Ozan, C. (2013). Pavement structural health evaluation based on inverse analysis of three-dimensional deflection bowl. International Journal of Pavement Engineering, 14(4), 374–387.
Cite This Article
  • APA Style

    Hossain, M. A., Shakil, S. A., Barua, H. R., Shoeb, K. S. A. (2024). Pavement Service Life Prediction with PLAXIS 3D in Bangladesh. American Journal of Civil Engineering, 12(3), 86-94. https://doi.org/10.11648/j.ajce.20241203.12

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    ACS Style

    Hossain, M. A.; Shakil, S. A.; Barua, H. R.; Shoeb, K. S. A. Pavement Service Life Prediction with PLAXIS 3D in Bangladesh. Am. J. Civ. Eng. 2024, 12(3), 86-94. doi: 10.11648/j.ajce.20241203.12

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    AMA Style

    Hossain MA, Shakil SA, Barua HR, Shoeb KSA. Pavement Service Life Prediction with PLAXIS 3D in Bangladesh. Am J Civ Eng. 2024;12(3):86-94. doi: 10.11648/j.ajce.20241203.12

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  • @article{10.11648/j.ajce.20241203.12,
      author = {Muhammad Akhtar Hossain and Shahriar Ahammed Shakil and Hritu Raj Barua and Kazi Shahed Ahmed Shoeb},
      title = {Pavement Service Life Prediction with PLAXIS 3D in Bangladesh
    },
      journal = {American Journal of Civil Engineering},
      volume = {12},
      number = {3},
      pages = {86-94},
      doi = {10.11648/j.ajce.20241203.12},
      url = {https://doi.org/10.11648/j.ajce.20241203.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajce.20241203.12},
      abstract = {This research aims to forecast the service life of the flexible pavement in Bangladesh. The service life of flexible pavement is greatly affected by the climate and traffic load. Pavements are severely deteriorated by the overweight trucks, shortening their lifespan. The study aims to predict the service life of a flexible road using the PLAXIS 3D software. The PYTHON algorithm was utilized for the pre- and post-processing of new mechanistic empirical approach based on the AASHTO 2008 design standard. PLAXIS 3D was used for realistic soil & damage modelling and to obtain a reliable service life. Rajshahi City Bypass Nowhata Road was chosen as the study area for this study because the road condition of Nowhata is defected day by day and the number of moving vehicles with high axle load also increasing. This research has established to give the valid data to the authority according to the construction materials of flexible pavement to get better performance and proper use of materials. This road is constructed under the Road & Highway Department (RHD), Rajshahi Zone. This study shows realistic results based on temperature, soil data of subgrade and the materials property used in the PLAXIS 3D software and PYTHON programming language.
    },
     year = {2024}
    }
    

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  • TY  - JOUR
    T1  - Pavement Service Life Prediction with PLAXIS 3D in Bangladesh
    
    AU  - Muhammad Akhtar Hossain
    AU  - Shahriar Ahammed Shakil
    AU  - Hritu Raj Barua
    AU  - Kazi Shahed Ahmed Shoeb
    Y1  - 2024/07/02
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    DO  - 10.11648/j.ajce.20241203.12
    T2  - American Journal of Civil Engineering
    JF  - American Journal of Civil Engineering
    JO  - American Journal of Civil Engineering
    SP  - 86
    EP  - 94
    PB  - Science Publishing Group
    SN  - 2330-8737
    UR  - https://doi.org/10.11648/j.ajce.20241203.12
    AB  - This research aims to forecast the service life of the flexible pavement in Bangladesh. The service life of flexible pavement is greatly affected by the climate and traffic load. Pavements are severely deteriorated by the overweight trucks, shortening their lifespan. The study aims to predict the service life of a flexible road using the PLAXIS 3D software. The PYTHON algorithm was utilized for the pre- and post-processing of new mechanistic empirical approach based on the AASHTO 2008 design standard. PLAXIS 3D was used for realistic soil & damage modelling and to obtain a reliable service life. Rajshahi City Bypass Nowhata Road was chosen as the study area for this study because the road condition of Nowhata is defected day by day and the number of moving vehicles with high axle load also increasing. This research has established to give the valid data to the authority according to the construction materials of flexible pavement to get better performance and proper use of materials. This road is constructed under the Road & Highway Department (RHD), Rajshahi Zone. This study shows realistic results based on temperature, soil data of subgrade and the materials property used in the PLAXIS 3D software and PYTHON programming language.
    
    VL  - 12
    IS  - 3
    ER  - 

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

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

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

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

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