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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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    Stress-Dependent Soil-Water Characteristic Curves of Lime-Treated Expansive Clay 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 003
    Author(s): Tamer Y. Elkady; Ahmed M. Al-Mahbashi; Talal O. Al-Refeai
    Publisher: American Society of Civil Engineers
    Abstract: Proper understanding of the field performance of lime-treated expansive soils requires the evaluation of their unsaturated properties under stress conditions similar to that in the field. This paper studied the influence ...
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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