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    International Journal of Geomechanics

    EISSN: 1943-5622
    ISSN: 1532-3641
    Priority: 6
    Publisher: American Society of Civil Engineers
    Description: The International Journal of Geomechanics (IJOG) focuses on geomechanics with emphasis on theoretical aspects, including computational and analytical methods and related validations. Applications of interdisciplinary topics such as geotechnical and g More ...

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    Formulation of Cross-Anisotropic Failure Criterion for Granular Material 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 002
    Author(s): Yang Xiao; Hanlong Liu; Gui Yang
    Publisher: American Society of Civil Engineers
    Abstract: The failure anisotropy of geomaterial is inherently related to the microstructure such as grain arrangement, bedding, and crack pattern. This paper presents a formulation of an anisotropic failure criterion in three-dimensional ...
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    Drained Instability in Loose Granular Material 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Quanyang; Dong; Changjie; Xu; Yuanqiang; Cai; Hsein; Juang; Jun; Wang; Zhongxuan; Yang; Chuan; Gu
    Publisher: American Society of Civil Engineers
    Abstract: The constant shear drained (CSD) test is considered an appropriate test to simulate the instability behavior of soils in slopes under water infiltration conditions or lateral stress relief. However, contradiction of the ...
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    Performance Monitoring of a Glass Fiber-Reinforced Polymer Bar Soil Nail during Laboratory Pullout Test Using FBG Sensing Technology 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
    Author(s): Huafu; Pei; Jianhua; Yin; Honghu; Zhu; Chengyu; Hong
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the stress–strain state and the effectiveness of shear resistance of a glass fiber-reinforced polymer (GFRP) bar soil nail in a pullout test was studied in laboratory using fiber Bragg grating (FBG) sensing ...
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    A Variational Solution for Downdrag Force Analysis of Pile Groups 

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 001
    Author(s): W. Y. Shen; C. I. Teh
    Publisher: American Society of Civil Engineers
    Abstract: This article presents a variational approach for the analysis of downdrag forces of pile groups undergoing soil downward movement. The theoretical load‐transfer curves are employed to describe the soil load‐displacement ...
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    Numerical Modeling of Air Losses in Compressed Air Tunneling 

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 004
    Author(s): A. A. Javadi; C. P. M. Snee
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model has been developed to predict the air losses from tunnel face and perimeter walls in compressed air tunneling. The model can also predict the zone of ground influenced by air flow from the face and walls ...
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    Double Strain Softening and Diagonally Crossing Shear Bands of Sand in Drained Triaxial Tests 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 006
    Author(s): Kiichi Suzuki; Takemine Yamada
    Publisher: American Society of Civil Engineers
    Abstract: A comprehensive understanding of the shear behavior of sand in the context of shear band development has not been achieved yet in spite of many detailed research works on each specified subject. In order to observe the ...
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    Closure to “Load Transfer in Rammed Aggregate Piers” by Muhannad T. Suleiman and David J. White 

    Source: International Journal of Geomechanics:;2008:;Volume ( 008 ):;issue: 005
    Author(s): Muhannad T. Suleiman; David J. White
    Publisher: American Society of Civil Engineers
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    Framework for Coupling Flow and Deformation of a Porous Solid 

    Source: International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 005
    Author(s): D. Z.; Turner; K. B.; Nakshatrala; M. J.; Martinez
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the flow of an incompressible fluid in a deformable porous solid is considered. A mathematical model using the framework offered by the theory of interacting continua is presented. In its most general form, ...
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    Hydromechanical Postclosure Behavior of a Deep Tunnel Taking into Account a Simplified Life Cycle 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 005
    Author(s): Dufour; Wong; Deleruyelle; C. J.; Leo
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the hydromechanical postclosure behavior of an underground long cylindrical deep tunnel drilled into a massif (host medium) and backfilled at the end of its service life. It is concerned with the ...
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    Stiffness of a Flexible Circular Footing Embedded in an Elastic Half-Space 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 001
    Author(s): J. P. Doherty; A. J. Deeks
    Publisher: American Society of Civil Engineers
    Abstract: This paper addresses the problem of a circular footing of finite but nonzero stiffness embedded in an isotropic nonhomogeneous elastic half-space. The problem is solved by coupling the scaled boundary finite-element method ...
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