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    Free Vibration of Embedded Foundations: Theory versus Experiment 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): George Gazetas; Kenneth H. Stokoe, II
    Publisher: American Society of Civil Engineers
    Abstract: Comprehensive experimental results of 54 free‐vibration tests on model footings embedded at various depths in sand and having circular, square, and rectangular base shapes were reported by Erden and Stokoe in 1974 and ...
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    Application of SASW Method Underwater 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): Barbara A. Luke; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: The spectral analysis of surface waves (SASW) method is a nonintrusive testing technique for determining shear wave velocity (
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    Liquefaction Resistance of Soils from Shear-Wave Velocity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Ronald D. Andrus; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: A simplified procedure using shear-wave velocity measurements for evaluating the liquefaction resistance of soils is presented. The procedure was developed in cooperation with industry, researchers, and practitioners and ...
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    Closure to “<i>Free Vibration of Embedded Foundations: Theory versus Experiment</i>” by George Gazetas and Kenneth H. Stokoe II (September, 1991, Vol. 117, No. 9) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): George Gazetas; Kenneth H. Stokoe, II
    Publisher: American Society of Civil Engineers
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    Dynamic Response of Arbitrarily Shaped Foundations: Experimental Verification 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 002
    Author(s): Ricardo Dobry; George Gazetas; Kenneth H. Stokoe, II
    Publisher: American Society of Civil Engineers
    Abstract: Results of twenty‐one free vibration tests on surface model footings on moist sand having different base shapes and about equal base area have been reported by Stokoe and Erden (5,8). These tests are used here to verify ...
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    Closure to “<i>Dynamic Response of Arbitrarily Shaped Foundations: Experimental Verification</i>” by Ricardo Dobry, George Gazetas and Kenneth H. Stokoe, II (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Ricardo Dobry; George Gazetas; Kenneth H. Stokoe, II
    Publisher: American Society of Civil Engineers
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    Numerical Simulation of Rolling Dynamic Deflectometer Tests 

    Source: Journal of Transportation Engineering, Part A: Systems:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Seong-Min Kim; Jose M. Roesset; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: The responses of typical flexible and rigid pavements to the dynamic loads imposed by the rolling dynamic deflectometer (RDD) were investigated. The RDD is a recently developed nondestructive testing vehicle that applies ...
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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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    Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Tadahiro Kishida; Timothy M. Wehling; Ross W. Boulanger; Michael W. Driller; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear dynamic properties of highly organic soils from two levee sites in the Sacramento-San Joaquin Delta in California are described. Cyclic triaxial, resonant column and torsional shear tests were performed on ...
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    Unit Weight of Municipal Solid Waste 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 010
    Author(s): Dimitrios Zekkos; Jonathan D. Bray; Edward Kavazanjian Jr.; Neven Matasovic; Ellen M. Rathje; Michael F. Riemer; Kenneth H. Stokoe II
    Publisher: American Society of Civil Engineers
    Abstract: The unit weight of municipal solid waste (MSW) is an important parameter in engineering analyses of landfill performance, but significant uncertainty currently exists regarding its value. A careful review of reliable field ...
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