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    Discussion of “Residual and Postliquefaction Strength of a Liquefiable Sand” by Mandar Dewoolkar, Jay Hargy, Ian Anderson, Pedro de Alba, and Scott M. Olson 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 005
    Author(s): Gholamreza Mesri
    Publisher: American Society of Civil Engineers
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    Discussion of “D. W. Taylor and the Foundations of Modern Soil Mechanics” by John T. Christian and Gregory B. Baecher 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Gholamreza Mesri
    Publisher: American Society of Civil Engineers
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    Residual Shear Strength Measured by Laboratory Tests and Mobilized in Landslides 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Gholamreza Mesri; Nejan Huvaj-Sarihan
    Publisher: American Society of Civil Engineers
    Abstract: Drained residual shear strength measured by multiple reversal direct shear or ring shear tests has been successfully used for over four decades for stability analyses of reactivated landslides in stiff clays and clay shales; ...
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    Closure to “Settlement of the Kansai International Airport Islands” by G. Mesri and J. R. Funk 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Gholamreza Mesri; J. R. Funk
    Publisher: American Society of Civil Engineers
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    Closure to “Settlement of the Kansai International Airport Islands” by G. Mesri and J. R. Funk 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Gholamreza Mesri; J. R. Funk
    Publisher: American Society of Civil Engineers
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    Undrained Shear Strength of Liquefied Sands for Stability Analysis 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): Timothy D. Stark; Gholamreza Mesri
    Publisher: American Society of Civil Engineers
    Abstract: The postliquefaction shear strength of sands, called the undrained critical strength or
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    Closure to “<i>Undrained Shear Strength of Liquefied Sands for Stability Analysis</i>” by Timothy D. Stark and Gholamreza Mesri (November, 1992, Vol. 118, No. 11) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 007
    Author(s): Timothy D. Stark; Gholamreza Mesri
    Publisher: American Society of Civil Engineers
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