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    Soil-Foundation-Structure Interaction with Mobilization of Bearing Capacity: Experimental Study on Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author(s): Drosos; Georgarakos; Loli; Anastasopoulos; Zarzouras; Gazetas
    Publisher: American Society of Civil Engineers
    Abstract: Recent studies have highlighted the beneficial role of foundation uplifting and the potential effectiveness of guiding the plastic hinge into the foundation soil by allowing full mobilization of bearing capacity during ...
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    Nonlinear Dynamic Analysis of Fluid‐Structure Systems 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Gregory Fenves; Luis M. Vargas‐Loli
    Publisher: American Society of Civil Engineers
    Abstract: A numerical procedure for computing the dynamic response of coupled fluid‐structure systems is developed and used to evaluate the effects of nonlinear behavior of the structure and fluid. The procedure includes cavitation ...
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    Physical and Numerical Modeling of Hybrid Foundations to Mitigate Seismic Fault Rupture Effects 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 011
    Author(s): Loli Marianna;Kourkoulis Rallis;Gazetas George
    Publisher: American Society of Civil Engineers
    Abstract: Strong earthquakes threaten civil structures through ground shaking and, sometimes, due to the outcrop of the causative fault. A number of hybrid foundation schemes that have been found helpful in protecting a structure ...
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    Pullout of Steel Grids in Dense Sand: Experiments and Design Insights 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Irene Georgiou; Marianna Loli; Rallis Kourkoulis; G. Gazetas
    Publisher: ASCE
    Abstract: Retaining walls mechanically stabilized with reinforcement frequently have proven their resilience while maintaining an advantage over conventional (gravity and cantilever) walls in terms of cost effectiveness and environmental ...
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    Caisson Foundations Subjected to Reverse Fault Rupture: Centrifuge Testing and Numerical Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): M. Loli; I. Anastasopoulos; M. F. Bransby; W. Ahmed; G. Gazetas
    Publisher: American Society of Civil Engineers
    Abstract: Recent large-magnitude (
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