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    Discussion of “Experimental and DEM Examinations of K0 in Sand under Different Loading Conditions” by Y. Gao and Y. H. Wang 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 008
    Author(s): G. Mesri; Cai Wang
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Permeability and Consolidation of Normally Consolidated Soils</i>” by A. Mahinda Samarasinghe, Yang H. Huang, and Vincent P. Drnevich (June, 1982) 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 006
    Author(s): G. Mesri; F. Tavenas
    Publisher: American Society of Civil Engineers
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    Engineering Properties of Fibrous Peats 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): G. Mesri; M. Ajlouni
    Publisher: American Society of Civil Engineers
    Abstract: This state-of-the-art paper presents an interpretation of the permeability, compressibility, and shear strength of fibrous peats using data from laboratory tests on undisturbed block samples of two fibrous peats, as well ...
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    Cα/Cc Concept and K0 During Secondary Compression 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): G. Mesri; A. Castro
    Publisher: American Society of Civil Engineers
    Abstract: The
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    Discussion of “<i>Hydraulic Fracturing in Embankment Dams</i>” by James L. Sherard (October, 1986, Vol. 112, No. 10) 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): G. Mesri; S. Ali
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Cα/Cc Concept and K0 During Secondary Compression</i>” by G. Mesri and A. Castro (March, 1987, Vol. 113, No. 3) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): G. Mesri; A. Castro
    Publisher: American Society of Civil Engineers
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    Secondary Compression 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): G. Mesri; B. Vardhanabhuti
    Publisher: American Society of Civil Engineers
    Abstract: A large volume of reliable measurements of one-dimensional settlement, observed in the laboratory and in the field for a wide variety of natural soil deposits, demonstrate that during secondary compression
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    Closure to “Secondary Compression” by G. Mesri and B. Vardhanabhuti 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): G. Mesri; B. Vardhanabhuti
    Publisher: American Society of Civil Engineers
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    Closure to “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): G. Mesri; M. Shahien
    Publisher: American Society of Civil Engineers
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    Residual Shear Strength Mobilized in First-Time Slope Failures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author(s): G. Mesri; M. Shahien
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a review of long-term stability of stiff clay and clay shale slopes, and detailed reanalyses of 99 case histories of slope failures in 36 soft clays to stiff clays and clay shales. We analyzed 107 ...
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