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    MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023096-1
    Author(s): Ali Monzer; Asaad Faramarzi; Alba Yerro; David Chapman
    Publisher: ASCE
    Abstract: Pipe leakage can induce soil fluidization resulting in severe consequences to the urban environment where underground buried pipes are extensively used. Soil fluidization is the process of the transition of soil particles ...
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    Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024011-1
    Author(s): Jorge Macedo; Alba Yerro; Renzo Cornejo; Ian Pierce
    Publisher: ASCE
    Abstract: Numerous recent failures of tailings storage facilities (TSFs) (e.g., the 2019 Brumadinho failure in Brazil, the 2018 Cadia failure in Australia) have occurred in the last decade, providing important case histories ...
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    3D Numerical Assessment of Rammed Aggregate Pier Performance under Dynamic Loading in Liquefiable Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 003:;page 04023001-1
    Author(s): Georgios Zalachoris; Dimitrios Zekkos; Alba Yerro; G. Allen Bowers; Kord J. Wissmann
    Publisher: American Society of Civil Engineers
    Abstract: Ground improvement (GI) techniques have shown promise in effective liquefaction mitigation, but the physical mechanisms governing their three-dimensional (3D) response during dynamic loading are not yet fully understood. ...
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    MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021189
    Author(s): Kaleigh M. Yost; Alba Yerro; Russell A. Green; Eileen Martin; Jon Cooper
    Publisher: ASCE
    Abstract: Cone penetrometer testing (CPT) is a frequently used soil characterization technique for liquefaction assessment; however, this technique has shortcomings in accurately characterizing very thin soil layers having thicknesses ...
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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