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    Liquefaction Resistance of Clean and Nonplastic Silty Sands Based on Cone Penetration Resistance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): J. A. H. Carraro; P. Bandini; R. Salgado
    Publisher: American Society of Civil Engineers
    Abstract: Liquefaction of granular soil deposits is one of the major causes of loss resulting from earthquakes. The accuracy in the assessment of the likelihood of liquefaction at a site affects the safety and economy of the design. ...
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    A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 007:;page 04023047-1
    Author(s): C. Dominguez-Quintans; J. A. H. Carraro; L. Zdravkovic
    Publisher: American Society of Civil Engineers
    Abstract: Whereas moist-tamped specimens of silts and sands are most used in engineering practice to characterize tailings, offshore sediments, and fluvial/alluvial deposits, design parameters derived from moist-tamping data sets ...
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