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    Estimating Fully Probabilistic Seismic Sliding Displacements of Slopes from a Pseudoprobabilistic Approach 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author(s): Ellen M. Rathje; Gokhan Saygili
    Publisher: American Society of Civil Engineers
    Abstract: Permanent sliding displacements are used to evaluate the seismic stability of earth slopes, and current practice utilizes a pseudoprobabilistic approach to predict the expected sliding displacement. The pseudoprobabilistic ...
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    Empirical Predictive Models for Earthquake-Induced Sliding Displacements of Slopes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Gokhan Saygili; Ellen M. Rathje
    Publisher: American Society of Civil Engineers
    Abstract: Earthquake-induced sliding displacement is the parameter most often used to assess the seismic stability of slopes. The expected displacement can be predicted as a function of the characteristics of the slope (yield ...
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    Probabilistic Seismic Hazard Analysis for the Sliding Displacement of Slopes: Scalar and Vector Approaches 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Ellen M. Rathje; Gokhan Saygili
    Publisher: American Society of Civil Engineers
    Abstract: Sliding block displacements often are used to evaluate the potential for ground failure due to slope instability. The procedures used to assess sliding block displacement typically use deterministic or pseudoprobabilistic ...
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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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    Evaluation of One-Dimensional Site Response Techniques Using Borehole Arrays 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 012
    Author(s): Georgios Zalachoris; Ellen M. Rathje
    Publisher: American Society of Civil Engineers
    Abstract: Numerical techniques commonly used to compute the dynamic response of soil deposits under earthquake shaking are investigated by analyzing data from instrumented borehole arrays. Eleven instrumented vertical arrays are ...
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    Generic Predictive Model of Earthquake-Induced Slope Displacements Derived from Finite-Element Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022010
    Author(s): Youngkyu Cho; Ellen M. Rathje
    Publisher: ASCE
    Abstract: A generic predictive model of earthquake-induced slope displacement subjected to shallow crustal earthquake events is developed using displacements computed from finite-element (FE) analysis. The maximum displacement on ...
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    Evaluation of Ground Motion Selection Techniques for Seismic Rigid Sliding Block Analyses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Breanna R. Peterman; Ellen M. Rathje
    Publisher: American Society of Civil Engineers
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    Earthquake-Induced Displacements of Solid-Waste Landfills 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Jonathan D. Bray; Ellen M. Rathje
    Publisher: American Society of Civil Engineers
    Abstract: The response of municipal solid-waste landfills at high levels of earthquake shaking is explored. Results from fully nonlinear dynamic analyses indicate that the seismic response of a landfill, particularly the seismic ...
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    Nonlinear Coupled Seismic Sliding Analysis of Earth Structures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Ellen M. Rathje; Jonathan D. Bray
    Publisher: American Society of Civil Engineers
    Abstract: Earthquake-induced sliding displacements of earth structures are generally evaluated using simplified sliding block analyses that do not accurately model the seismic response of the sliding mass nor the seismic forces along ...
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    Site-Specific Validation of Random Vibration Theory-Based Seismic Site Response Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Ellen M. Rathje; M. Cem Ozbey
    Publisher: American Society of Civil Engineers
    Abstract: Seismic site response analysis is typically performed using a suite of rock acceleration-time histories prescribed at the base of a soil column and propagated to the ground surface. To develop statistically stable estimates ...
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