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    Integral and Closed-Form Analytical Solutions to the Transport Contaminant Equation Considering 3D Advection and Dispersion 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    Author(s): Luan Carlos de S. M.; Ozelim; André Luís Brasil; Cavalcante
    Publisher: American Society of Civil Engineers
    Abstract: Even though numerical procedures have been tremendously enhanced over the last years, analytical closed-form solutions are of special interest to water resources scientists. In general, these solutions are used to check ...
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    Closure to “Integral and Closed-Form Analytical Solutions to the Transport Contaminant Equation Considering 3D Advection and Dispersion” by Luan Carlos de S. M. Ozelim and André Luís Brasil Cavalcante 

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 005
    Author(s): Luan Carlos de S. M.; Ozelim; André Luís Brasil; Cavalcante
    Publisher: American Society of Civil Engineers
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    Representative Elementary Volume Determination for Permeability and Porosity Using Numerical Three-Dimensional Experiments in Microtomography Data 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Ozelim Luan Carlos de S. M.;Cavalcante André L. B.
    Publisher: American Society of Civil Engineers
    Abstract: Combining tomographical reconstructed volumes and direct pore-scale flow simulations has proven to be an efficient tool in modern soil sciences. The main objective of the present paper is to present an extensive study about ...
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    Cellular Automata and X-Ray Microcomputed Tomography Images for Generating Artificial Porous Media 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Elizabeth Hernández Zubeldia; Luan Carlos de S. M. Ozelim; André Luís Brasil Cavalcante; Silvio Crestana
    Publisher: American Society of Civil Engineers
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    Novel Approach to Consolidation Theory of Structured and Collapsible Soils 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 004
    Author(s): Luan Carlos de S. M.; Ozelim; José; Camapum de Carvalho; André Luís Brasil; Cavalcante; Joseleide; Pereira da Silva; Claudia Maricela Gómez; Muñetón
    Publisher: American Society of Civil Engineers
    Abstract: Consolidation is one of the most important concepts in geotechnics. The pioneer ideas of both Terzaghi and Biot, and its attendant phenomena have been shown to be widely applicable to a wide variety of soils. However, when ...
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