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    Expansive Soil Foundation Practice in a Semiarid Region 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 005
    Author(s): Muawia Dafalla; Mosleh Al-Shamrani; Ahmed Al-Mahbashi
    Publisher: American Society of Civil Engineers
    Abstract: Expansive soils are known to be a serious hazard to buildings and the infrastructure industry. Saudi Arabia is located in a semiarid region where extremely dry expansive formations are frequently inundated by either household ...
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    Influence of Wetting and Drying on Swelling Parameters and Structure Performance 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Muawia Dafalla; Abdullah A. Shaker; Mosleh Al-Shamrani
    Publisher: American Society of Civil Engineers
    Abstract: Structures subjected to distress by expansive soils generally show cracks of various types. These cracks are frequently used as an excuse to adopt nonrealistic decisions in construction practice. It is quite common to opt ...
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    Closure to “Expansive Soil Foundation Practice in a Semiarid Region” by Muawia Dafalla, Mosleh Al-Shamrani, and Ahmed Al-Mahbashi 

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 005
    Author(s): Dafalla Muawia;Al-Shamrani Mosleh A.;Al-Mahbashi Ahmed
    Publisher: American Society of Civil Engineers
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    Soil–Water Characteristic Curve and One-Dimensional Deformation Characteristics of Fiber-Reinforced Lime-Blended Expansive Soil 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 006
    Author(s): Ahmed M. Al-Mahbashi; Mosleh Ali Al-Shamrani; Arif Ali Baig Moghal
    Publisher: ASCE
    Abstract: Soil reinforcement using synthetic fibers is a proven technique for enhancing engineering properties to meet the requirements of subgrade materials for pavement projects. The safe and economical design of fiber-reinforced ...
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    Effect of Heavy Metal Contamination on the Compressibility and Strength Characteristics of Chemically Modified Semiarid Soils 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2020:;Volume ( 024 ):;issue: 004
    Author(s): Arif Ali Baig Moghal; Mohammed Ashfaq; Mosleh Ali Al-Shamrani; Ahmed Al-Mahbashi
    Publisher: ASCE
    Abstract: Rapid industrialization in developed countries has led to a continuous release of heavy metals into the environment. When these effluents are discharged directly into natural surrounding soils, not only is the geotechnical ...
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    Target Reliability Approach to Study the Effect of Fiber Reinforcement on UCS Behavior of Lime Treated Semiarid Soil 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 006
    Author(s): Arif Ali Baig Moghal; Bhaskar C. S. Chittoori; B. Munwar Basha; Mosleh Ali Al-Shamrani
    Publisher: American Society of Civil Engineers
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    Forensic Investigations to Evaluate Sulfate-Induced Heave Attack on a Tunnel Shotcrete Liner 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 009
    Author(s): Anand J. Puppala; Sireesh Saride; Dimitris Dermatas; Mosleh Al-Shamrani; Vivek Chikyala
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a comprehensive research study to determine the potential causes for an inordinate distress developed on a shotcrete liner material of a tunnel located near Dallas, TX. This tunnel was ...
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    Design Guide for Rigid Foundation Systems on Expansive Soils 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 005
    Author(s): Muawia A.; Dafalla; Mosleh A.; Al-Shamrani; Anand J.; Puppala; Haithum E.; Ali
    Publisher: American Society of Civil Engineers
    Abstract: Expansive soils pose a major nightmare for practicing geotechnical engineers in the semiarid and arid zones of the world. The introduction of rigid substructure is a costly approach but can be made practical and financially ...
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    Effect of Freeze–Thaw Cycles on the Water Absorption and Retention Capacity of Unsaturated Expansive Soil Liners 

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 002:;page 04025012-1
    Author(s): Ahmed M. Al-Mahbashi; Mosleh A. Al-Shamrani
    Publisher: American Society of Civil Engineers
    Abstract: Understanding the behavior of expansive soil liners is essential to address concerns about retention capacity and unsaturated flow of water through them in geotechnical and geoenvironmental applications. Soil water retention ...
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    Effect of Calcium-Based Derivatives on Consolidation, Strength, and Lime-Leachability Behavior of Expansive Soil 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 004
    Author(s): Arif Ali Baig Moghal; Venkata Vydehi; Moulali Baig Moghal; Rayan Almatrudi; Abdullah AlMajed; Mosleh Ali Al-Shamrani
    Publisher: ASCE
    Abstract: The current study aims at examining the effect of different calcium-based stabilizers {calcium hydroxide [Ca(OH)2], calcium carbonate [CaCO3], and calcium chloride [CaCl2]} on the geotechnical properties and lime-leaching ...
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