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    Closure to “Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading” by Muhannad T. Suleiman, Lusu Ni, and Anne Raich 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Muhannad T. Suleiman; Lusu Ni; Anne Raich
    Publisher: American Society of Civil Engineers
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    Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Lusu Ni; Muhannad T. Suleiman; Anne Raich
    Publisher: American Society of Civil Engineers
    Abstract: Granular column ground-improvement methods are widely used to improve bearing capacity and provide a drainage path. However, the behavior of granular columns depends on the confinement provided by the surrounding soil, ...
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    Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Lusu Ni; Muhannad T. Suleiman; Anne Raich
    Publisher: American Society of Civil Engineers
    Abstract: Granular column ground-improvement methods are widely used to improve bearing capacity and provide a drainage path. However, the behavior of granular columns depends on the confinement provided by the surrounding soil, ...
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    Interaction between Laterally Loaded Pile and Surrounding Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Hai Lin; Lusu Ni; Muhannad T. Suleiman; Anne Raich
    Publisher: American Society of Civil Engineers
    Abstract: A fully instrumented experiment was conducted to investigate the soil-structure interaction of single short, stiff laterally loaded piles. A hollow steel pipe pile with a diameter of 102 mm, a thickness of 6.4 mm, and a ...
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    Closure to “Interaction between Laterally Loaded Pile and Surrounding Soil” by Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 008
    Author(s): Hai Lin; Lusu Ni; Muhannad T. Suleiman; Anne Raich
    Publisher: American Society of Civil Engineers
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    Installation Effects of Controlled Modulus Column Ground Improvement Piles on Surrounding Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Muhannad T. Suleiman; Lusu Ni; Caleb Davis; Hai Lin; Suguang Xiao
    Publisher: American Society of Civil Engineers
    Abstract: The installation of foundations and ground improvement systems alters soil stresses affecting their soil-structure interaction and behavior under vertical loading. The installation effects have been investigated for several ...
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    Installation Effects of Controlled Modulus Column Ground Improvement Piles on Surrounding Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): Muhannad T. Suleiman; Lusu Ni; Caleb Davis; Hai Lin; Suguang Xiao
    Publisher: American Society of Civil Engineers
    Abstract: The installation of foundations and ground improvement systems alters soil stresses affecting their soil-structure interaction and behavior under vertical loading. The installation effects have been investigated for several ...
    Request PDF
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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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