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    Pore Pressure Generation of Silty Sands due to Induced Cyclic Shear Strains 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Kenan Hazirbaba; Ellen M. Rathje
    Publisher: American Society of Civil Engineers
    Abstract: It is well established that the main mechanism for the occurrence of liquefaction under seismic loading conditions is the generation of excess pore water pressure. Most previous research efforts have focused on clean sands, ...
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    Frozen and Unfrozen Shear Wave Velocity Seismic Site Classification of Fairbanks, Alaska 

    Source: Journal of Cold Regions Engineering:;2012:;Volume ( 026 ):;issue: 003
    Author(s): Brady R. Cox; Clinton M. Wood; Kenan Hazirbaba
    Publisher: American Society of Civil Engineers
    Abstract: Relationships between seismic site classification and surficial geology for the city of Fairbanks, Alaska, for both frozen (winter) and unfrozen (summer) surface conditions are investigated in this article. The work is ...
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    In Situ Pore-Pressure Generation Behavior of Liquefiable Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 008
    Author(s): Wen-Jong Chang; Ellen M. Rathje; Kenneth H. Stokoe II; Kenan Hazirbaba
    Publisher: American Society of Civil Engineers
    Abstract: To overcome current limitations in predicting in situ pore-pressure generation, a new field testing technique is used to measure directly the coupled, local response between the induced shear strains and the generated ...
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