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    Discussion of “Compaction and Strength Behavior of Tire Crumbles–Fly Ash Mixed with Clay” by Akash Priyadarshee, Arvind Kumar, Deepak Gupta, and Pankaj Pushkarna 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume (031):;issue:006
    Author(s): Amin Soltani;Mehdi Mirzababaei
    Publisher: American Society of Civil Engineers
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    Discussion of “Compaction and Strength Behavior of Tire Crumbles–Fly Ash Mixed with Clay” by Akash Priyadarshee, Arvind Kumar, Deepak Gupta, and Pankaj Pushkarna 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 006
    Author(s): Amin Soltani; Mehdi Mirzababaei
    Publisher: American Society of Civil Engineers
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    Comparisons of the Resilient Moduli of Asphalt Mixes Containing Recycled Materials through Empirical and Experimental Methods 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    Author(s): Farzaneh Tahmoorian; John Yeaman; Mehdi Mirzababaei
    Publisher: ASCE
    Abstract: The stiffness of asphalt mixes is a fundamental property that plays an important role in determining the performance of asphalt pavement under traffic loading. The resilient modulus (stiffness) of asphalt mixes can be ...
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    Analysis of Strip Footings on Fiber-Reinforced Slopes with the Aid of Particle Image Velocimetry 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 004
    Author(s): Mehdi Mirzababaei; Mostafa Mohamed; Mohsen Miraftab
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides results of a comprehensive investigation into the use of waste carpet fibers for reinforcement of clay soil slopes. The interaction between laboratory scale model slopes made of fiber-reinforced clay ...
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    Expansive and Compressibility Behavior of Lime Stabilized Fiber-Reinforced Marine Clay 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 011
    Author(s): Vihan Shenal Jayawardane; Vivi Anggraini; Endene Emmanuel; Lee Li Yong; Mehdi Mirzababaei
    Publisher: ASCE
    Abstract: Expansive soils are liable to cause damages to engineering structures and subsequent yearly repairs worth billions of dollars worldwide. Given the extensive global occurrence of expansive soils, it is imperative to restrain ...
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    California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002:;page 04021431
    Author(s): Jafar Karimiazar; Ebrahim Sharifi Teshnizi; Mehdi Mirzababaei; Masoud Mahdad; Reza Arjmandzadeh
    Publisher: ASCE
    Abstract: Plastic clays in subgrade may cause major engineering defects such as excessive heave or settlement during the wet season that contribute to the formation of uneven geometry at the pavement surface. Soil stabilization is ...
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    Effects of Curing Method and Glass Transition Temperature on the Unconfined Compressive Strength of Acrylic Liquid Polymer–Stabilized Kaolinite 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 008
    Author(s): Hasan Ghasemzadeh; Aida Mehrpajouh; Malihe Pishvaei; Mehdi Mirzababaei
    Publisher: ASCE
    Abstract: Polymers have been widely known as nontraditional soil stabilizers capable of replacing common soil additives to reach superior soil stabilization outcomes. While numerous studies represent the efficiency of polymers as ...
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