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    Closure to “Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand” by Ruben D. Tovar-Valencia, Ayda Galvis-Castro, Rodrigo Salgado, and Monica Prezzi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author(s): Ruben D. Tovar-Valencia; Ayda Galvis-Castro; Rodrigo Salgado; Monica Prezzi
    Publisher: American Society of Civil Engineers
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    Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Ayda C. Galvis-Castro; Ruben D. Tovar-Valencia; Rodrigo Salgado; Monica Prezzi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a series of tensile-compressive (TC) and compressive-tensile (CT) static load tests performed on instrumented model piles preinstalled in silica sand samples prepared in a half-cylindrical ...
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    Effect of Base Geometry on the Resistance of Model Piles in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020180-1
    Author(s): Ruben D. Tovar-Valencia; Ayda Galvis-Castro; Rodrigo Salgado; Monica Prezzi
    Publisher: ASCE
    Abstract: Because only limited research has been done on base geometry effects on pile base resistance, design methods used in practice for full-displacement, partial-displacement, and nondisplacement piles in sand do not consider ...
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