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    Three‐Dimensional Seismic Analysis of La Villita Dam 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): A.‐W. Elgamal
    Publisher: American Society of Civil Engineers
    Abstract: The three‐dimensional response of La Villita, an earth and rock‐fill dam in Mexico, during the earthquakes of November 15, 1975 and September 19, 1985, is investigated. A simplified numerical procedure is derived to represent ...
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    Closure to “<i>Three‐Dimensional Seismic Analysis of La Villita DAM</i>” by A.‐W. Elgamal (December, 1992, Vol. 118, No. 12) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author(s): A. ‐W. Elgamal
    Publisher: American Society of Civil Engineers
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    Data Reduction and Dynamic p-y Curves of Helical Piles from Large-Scale Shake Table Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author(s): M. K. ElSawy; M. H. El Naggar; A. B. Cerato; A. W. Elgamal
    Publisher: American Society of Civil Engineers
    Abstract: A helical pile is composed of a steel shaft and single or multiple helical plates welded to its shaft. This study investigated full-scale seismic soil reactions for helical piles embedded in dry sand. Ten helical and driven ...
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    Lotung Downhole Array. II: Evaluation of Soil Nonlinear Properties 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): M. Zeghal; A.-W. Elgamal; H. T. Tang; J. C. Stepp
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of soil response during earthquake excitations, at a site in Lotung, Taiwan are identified using the Lotung large scale seismic test (LSST) data. A technique is developed to evaluate soil shear ...
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    Lotung Downhole Array. I: Evaluation of Site Dynamic Properties 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): A.-W. Elgamal; M. Zeghal; H. T. Tang; J. C. Stepp
    Publisher: American Society of Civil Engineers
    Abstract: The Lotung large-scale seismic test (LSST) site in Taiwan was instrumented in 1985 with an array of downhole and surface accelerometers, by the Electric Power Research Institute (EPRI), Palo Alto, Calif., and the Taiwan ...
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