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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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    Effects of Near-Fault Ground Shaking on Sliding Systems 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): G. Gazetas; E. Garini; I. Anastasopoulos; T. Georgarakos
    Publisher: American Society of Civil Engineers
    Abstract: A numerical study is presented for a rigid block supported through a frictional contact surface on a horizontal or an inclined plane, and subjected to horizontal or slope-parallel excitation. The latter is described with ...
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    Analysis of Model-Calculated Soil Moisture over the United States (1931–1993) and Applications to Long-Range Temperature Forecasts 

    Source: Journal of Climate:;1996:;volume( 009 ):;issue: 006:;page 1350
    Author(s): Huang, Jin; van den Dool, Huug M.; Georgarakos, Konstantine P.
    Publisher: American Meteorological Society
    Abstract: A long time series of monthly soil moisture data during the period of 1931?1993 over the entire U.S. continent has been created with a one-layer soil moisture model. The model is based on the water budget in the soil and ...
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    Nonlinear Response of Deep Immersed Tunnel to Strong Seismic Shaking 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Ioannis Anastasopoulos; Nikos Gerolymos; Vasileios Drosos; Rallis Kourkoulis; Takis Georgarakos; George Gazetas
    Publisher: American Society of Civil Engineers
    Abstract: Critical for the seismic safety of immersed tunnels is the magnitude of deformations developing in the segment joints, as a result of the combined longitudinal and lateral vibrations. Analysis and design against such ...
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    DSpace software copyright © 2002-2015  DuraSpace
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