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    Scaling Laws for Centrifuge Modeling of Capillary Rise in Sandy Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Aı¨ssa Rezzoug; Diethard König; Theodoros Triantafyllidis
    Publisher: American Society of Civil Engineers
    Abstract: The application of geotechnical centrifuge modeling to environmental problems seems promising. In this paper, one aspect of similitude laws concerning the flow of water through soils is investigated. Within the Network of ...
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    DEM-CFM Analysis of Undrained Cyclic Behavior in Transversely Isotropic Granular Soils under True Triaxial Loading Paths 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 005:;page 04025022-1
    Author(s): Mohammad Salimi; Merita Tafili; Luis Felipe Prada-Sarmiento; Nazanin Irani; Theodoros Triantafyllidis; Torsten Wichtmann
    Publisher: American Society of Civil Engineers
    Abstract: True triaxial and hollow cylinder tests are among the best alternatives to explore the effects of stress paths oriented along different Lode angles on soil behavior. However, those experiments are not easy to conduct in ...
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    Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 003:;page 04020177-1
    Author(s): Daniela Dominica Porcino; Theodoros Triantafyllidis; Torsten Wichtmann; Giuseppe Tomasello
    Publisher: ASCE
    Abstract: An extensive experimental program of constant-volume (undrained) cyclic simple shear tests was undertaken on Ticino, Italy, sand with different contents of nonplastic fines, ranging from 0% to 40%. The samples were ...
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