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    Discussion of “High-Modulus Columns for Liquefaction Mitigation” by James R. Martin II, C. Guney Olgun, James K. Mitchell, and H. Turan Durgunoğlu 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author(s): Gonzalo Castro
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Uncertainty in Steady‐State Liquefaction Evaluation Procedures</i>” by Steven L. Kramer (October, 1989, Vol. 115, No. 10) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Gonzalo Castro
    Publisher: American Society of Civil Engineers
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    Discussion of “Centrifuge Study on Volume Changes and Dynamic Stability of Earth Dams” by K. Arulanandan, H. B. Seed, C. Yogachandran, K. K. Muraleetharan, R. B. Seed, and K. Kabilamany 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author(s): Gonzalo Castro
    Publisher: American Society of Civil Engineers
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    On the Mechanical Threshold Stress of Aluminum: Effect of the Alloying Content 

    Source: Journal of Engineering Materials and Technology:;2001:;volume( 123 ):;issue: 002:;page 155
    Author(s): Eli S. Puchi-Cabrera; Crisanto Villalobos-Gutiérrez; Gonzalo Castro-Fariñas
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The mechanical behavior of aluminum with different alloying contents up to 1 wt percent, deformed under hot-working conditions, has been analyzed in terms of the exponential saturation equation ...
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    Liquefaction Evaluation Procedure 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Steve J. Poulos; Gonzalo Castro; John W. France
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for evaluating liquefaction susceptibility of a soil mass subjected to shear stress, such as in slopes, embankments, and foundations of structures, is presented. Liquefaction analysis is a stability analysis ...
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    Re‐Examination of Slide of Lower San Fernando Dam 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 009
    Author(s): Gonzalo Castro; Steve J. Poulos; Francis D. Leathers
    Publisher: American Society of Civil Engineers
    Abstract: A major slide occurred in the upstream slope of the Lower San Fernando Dam immediately following the earthquake of February 9, 1971. Previous analyses of this slide have been based on evaluation of seismic shear stresses ...
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    Closure to “<i>Liquefaction Evaluation Procedure</i>” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): Steve J. Poulos; Gonzalo Castro; John W. France
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Re‐Examination of Slide in Lower San Fernando Dam</i>” by Gonzalo Castro, Steve J. Poulos, and Francis D. Leathers (September, 1985, Vol. 111, No. 9) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Gonzalo Castro; Steve J. Poulos; Francis D. Leathers
    Publisher: American Society of Civil Engineers
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    Flow Failure of Saturated Sand under Simultaneous Monotonic and Cyclic Stresses 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): Gonzalo Castro; Jorge Meneses-Loja; Kenji Ishihara; Ikuo Towhata
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Steady‐State Strength Analysis of Lower San Fernando Dam Slide</i>” by Gonzalo Castro, Raymond B. Seed, Thomas O. Keller, and H. Bolton Seed (March, 1992, Vol. 118, No. 3) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 008
    Author(s): Gonzalo Castro; Raymond B. Seed; Thomas O. Keller
    Publisher: American Society of Civil Engineers
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