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RISClosure to “Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading” by Muhannad T. Suleiman, Lusu Ni, and Anne Raich
Publisher: American Society of Civil Engineers
Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading
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, ...
Behavior and Soil–Structure Interaction of Pervious Concrete Ground-Improvement Piles under Lateral Loading
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, ...
Interaction between Laterally Loaded Pile and Surrounding Soil
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 ...
Closure to “Interaction between Laterally Loaded Pile and Surrounding Soil” by Hai Lin, Lusu Ni, Muhannad T. Suleiman, and Anne Raich
Publisher: American Society of Civil Engineers