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    In Situ State of Tailing Silts Using a Numerical Model of Piezocone Penetration Test Developed by Norsand Model 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021264
    Author(s): A. Pezeshki; M. M. Ahmadi
    Publisher: ASCE
    Abstract: Tailings are the reservoirs containing a high proportion of saturated silts that may be extremely difficult to sample in their undisturbed condition. This is mostly due to the fabric disturbance and densification that can ...
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    New and Simple Equations for Ultimate Bearing Capacity of Strip Footings on Two-Layered Clays: Numerical study 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 004
    Author(s): M. M. Ahmadi; B. Mofarraj Kouchaki
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, two very simple and accurate equations are introduced that enable geotechnical engineers to determine the undrained ultimate bearing capacity of shallow strip foundations resting on two-layered clays. Results ...
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    Excess Pore Water Pressure along the Friction Sleeve of a Piezocone Penetrating in Clay: Numerical Study 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): M. R. Khodayari; M. M. Ahmadi
    Publisher: ASCE
    Abstract: Excess pore water pressure (EPWP) measurements taken at different positions on a penetrating piezocone into a clayey soil are believed to play an important role in correlating to its characteristics. On this subject, many ...
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