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Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil

Author

Listed:
  • Syed Taseer Abbas Jaffar

    (Department of Civil Engineering, University of Management & Technology, Lahore 54000, Pakistan)

  • Malik Muneeb Abid

    (Department of Civil Engineering, Faculty of Engineering and Technology, University of Sargodha, Sargodha 40100, Pakistan)

  • Sikander Zaman Khan

    (Department of Civil Engineering, Faculty of Engineering and Technology, University of Sargodha, Sargodha 40100, Pakistan)

  • Turab Jafri

    (NUST Institute of Civil Engineering, National University of Sciences and Technology (NUST), Islamabad 44000, Pakistan)

  • Zia Ur Rehman

    (Department of Transportation Engineering and Management, Faculty of Civil Engineering, UET Lahore, Lahore 54000, Pakistan)

  • Muhammad Atiq Ur Rehman Tariq

    (College of Engineering and Science, Victoria University, Melbourne, VIC 8001, Australia
    Institute for Sustainable Industries & Liveable Cities, Victoria University, P.O. Box 14428, Melbourne, VIC 8001, Australia)

  • Anne W. M. Ng

    (College of Engineering, IT & Environment, Charles Darwin University, Darwin, Ellengowan Dr, Brinkin, NT 0810, Australia
    Energy and Resources Institute, Charles Darwin University, Darwin, Ellengowan Dr, Brinkin, NT 0810, Australia)

Abstract

The paper focuses on the improvement of the clayey soil (A-6) with the locally available and cheap modifiers, in terms of stiffness behavior of the weak subgrade soil for flexible pavement. The modifiers used include lime (hydrated), marble waste and sand. The soil specimens underwent triaxial testing and Clegg impact testing. Triaxial testing involved the assessment of the resilient modulus (M R ) and impact testing using the Clegg Impact Hammer. According to the study, lime proved to be the most influencing modifier as it improves the stiffness of the weak soil better than other modifiers. A quite accurate statistical relationship between the M R and the variables (including Clegg Impact) involved in the testing procedure has been established

Suggested Citation

  • Syed Taseer Abbas Jaffar & Malik Muneeb Abid & Sikander Zaman Khan & Turab Jafri & Zia Ur Rehman & Muhammad Atiq Ur Rehman Tariq & Anne W. M. Ng, 2022. "Evaluation of Conventional and Sustainable Modifiers to Improve the Stiffness Behavior of Weak Sub-Grade Soil," Sustainability, MDPI, vol. 14(5), pages 1-19, February.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:5:p:2493-:d:755386
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    References listed on IDEAS

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    1. Tom Kuhlman & John Farrington, 2010. "What is Sustainability?," Sustainability, MDPI, vol. 2(11), pages 1-13, November.
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    1. Lingshi An & Junhao Chen & Dongwei Li & Peng Li & Lei Guo & Guanren Chen, 2022. "Accumulative Strain of Sand-Containing Soft Soil Reinforced by Cement and Sodium Silicate under Traffic Loading," Sustainability, MDPI, vol. 14(21), pages 1-14, October.
    2. Lingshi An & Xinxin Zhao & Dongwei Li & Liu Yang & Peng Li & Lei Guo & Lina Wang, 2022. "Cyclic and Post-Cyclic Behaviors of Stabilized Sand-Containing Soft Soil in Coastal Areas," Sustainability, MDPI, vol. 14(22), pages 1-17, November.
    3. Salamat Ullah & Arshad Jamal & Meshal Almoshaogeh & Fawaz Alharbi & Jawad Hussain, 2022. "Investigation of Resilience Characteristics of Unbound Granular Materials for Sustainable Pavements," Sustainability, MDPI, vol. 14(11), pages 1-20, June.
    4. Angelo Magno dos Santos e Silva & Paula Taiane Pascoal & Magnos Baroni & Alexandre Silva de Vargas & Jaelson Budny & Luciano Pivoto Specht, 2023. "Use of Phosphoric Acid and Rice Hulk Ash as Lateritic Soil Stabilizers for Paving Applications," Sustainability, MDPI, vol. 15(9), pages 1-15, April.

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