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    Cylindrical Cavity Expansion in Elastoplastic Medium with a Variable Potential Flow 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author(s): Wissem; Frikha; Mounir; Bouassida
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model dealing with the problem of an expanded cylindrical cavity in an elastoplastic medium is presented. The constitutive material is assumed to be weightless, homogeneous, and isotropic; its resistance is ...
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    Parametric Study of a Clayey Specimen Reinforced by a Granular Column 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005
    Author(s): Wissem; Frikha; Mounir; Bouassida; Jean; Canou
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the effect of certain parameters closely related to the design of column foundations such as the improvement area ratio, especially at low values, e.g., 1 and 4%, and the grain size of the column material ...
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    A New Seven Degrees-of-Freedom Parallel Robot With a Foldable Platform 

    Source: Journal of Mechanisms and Robotics:;2018:;volume( 010 ):;issue: 004:;page 45001
    Author(s): Haouas, Wissem; Dahmouche, Redwan; Le Fort-Piat, Nadine; Laurent, Guillaume J.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents a new parallel robot with an integrated gripper. The grasping capability of the robot is obtained by a foldable platform that can be fully controlled by actuators located on the base of the seven ...
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    Effect of Extending Loading Time Application on Pressuremeter Test Results 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008:;page 04025151-1
    Author(s): Bilel Ouertani; Wissem Frikha; Imen Bel Hadj Ali; Zeineb Ben Salem; Slaheddine Haffoudhi
    Publisher: American Society of Civil Engineers
    Abstract: To assess the geotechnical properties of soil, the pressuremeter test has been widely employed since its introduction in 1955. This test is instrumental in determining key parameters such as the limit pressure (Pl), creep ...
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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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