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    Oedometer Behavior of an Artificial Cemented Highly Collapsible Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): G. M. Medero; F. Schnaid; W. Y. Gehling
    Publisher: American Society of Civil Engineers
    Abstract: This study aims at investigating the mechanical behavior and the changes in fabric at various stages of loading and wetting of an artificial cemented highly collapsible geomaterial. The required metastable structure of a ...
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    Closure to “Oedometer Behavior of an Artificial Cemented Highly Collapsible Soil” by G. M. Medero, F. Schnaid and W. Y. Y. Gehling 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): G. M. Medero; F. Schnaid; W. Y. Gehling
    Publisher: American Society of Civil Engineers
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    Analysis of Cone Pressuremeter Tests in Sands 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): H. S. Yu; F. Schnaid; I. F. Collins
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an interpretation method for determining sand properties from the cone tip resistance and the pressuremeter limit pressure measured with the cone pressuremeter. The method developed here can be used to ...
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    Closure to “Stiffness and Strength Governing the Static Liquefaction of Tailings” by F. Schnaid, J. Bedin, A. J. P. Viana da Fonseca, and L. de Moura Costa Filho 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): F. Schnaid; J. Bedin; A. J. P. Viana da Fonseca; L. de Moura Costa Filho
    Publisher: American Society of Civil Engineers
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    Discussion and Closure: Analysis of Cone Pressuremeter Tests in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 009
    Author(s): John A. Howie; H. S. Yu; F. Schnaid; I. F. Collins
    Publisher: American Society of Civil Engineers
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