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    Assessment of Liquefaction Potential during Earthquakes by Arias Intensity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Robert E. Kayen; James K. Mitchell
    Publisher: American Society of Civil Engineers
    Abstract: An Arias intensity approach to assess the liquefaction potential of soil deposits during earthquakes is proposed, using an energy-based measure of the severity of earthquake-shaking recorded on seismograms of the two ...
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    Closure to “Assessment of Liquefaction Potential During Earthquakes by Arias Intensity” by Robert E. Kayen and James K. Mitchell 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Robert E. Kayen; James K. Mitchell
    Publisher: American Society of Civil Engineers
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    Energy-Based and Strain-Based Methods for Estimation of Pore Water Pressure within Liquefied Soil Layers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 010:;page 04024086-1
    Author(s): Kil-Wan Ko; Robert E. Kayen
    Publisher: American Society of Civil Engineers
    Abstract: The evaluation of the excess pore water pressure ratio (ru), the ratio of the excess pore water pressure of the soil, is a defining approach to assessing liquefaction occurrence. Rarely is ru measured, so surficial ...
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    Estimation of Timing of Liquefaction Using Spectral Energy Ratio 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025017-1
    Author(s): Kil-Wan Ko; Robert E. Kayen; Chukwuebuka C. Nweke
    Publisher: American Society of Civil Engineers
    Abstract: The significant reduction in the stiffness of liquefied soil is accompanied by a decrease in the shear wave velocity, which ultimately results in the softening of the liquefied site. Time–frequency response analysis can ...
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    Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): K. Onder Cetin; Raymond B. Seed; Armen Der Kiureghian; Kohji Tokimatsu; Leslie F. Harder, Jr.; Robert E. Kayen; Robert E. S. Moss
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents new correlations for assessment of the likelihood of initiation (or “triggering”) of soil liquefaction. These new correlations eliminate several sources of bias intrinsic to previous, similar correlations, ...
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    Closure to “Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential” by K. Onder Cetin, Raymond B. Seed, Armen Der Kiureghian, Kohji Tokimatsu, Leslie F. Harder Jr., Robert E. Kayen, and Robert E. S. Moss 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): K. Onder Cetin; Raymond B. Seed; Armen Der Kiureghian; Kohji Tokimatsu; Leslie F. Harder Jr.; Robert E. Kayen; Robb E. S. Moss
    Publisher: American Society of Civil Engineers
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    Use of Airborne and Terrestrial Lidar to Detect Ground Displacement Hazards to Water Systems 

    Source: Journal of Surveying Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Jonathan P. Stewart; Jianping Hu; Robert E. Kayen; Arthur J. Lembo Jr.; Brian D. Collins; Craig A. Davis; Thomas D. O’Rourke
    Publisher: American Society of Civil Engineers
    Abstract: We investigate the use of multiepoch airborne and terrestrial lidar to detect and measure ground displacements of sufficient magnitude to damage buried pipelines and other water system facilities that might result, for ...
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