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    Special Issue on Geomechanics Applications in Natural Disaster Mitigation 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    Author(s): Kiichi Suzuki; Musharraf Zaman
    Publisher: American Society of Civil Engineers
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    Principal Deviatoric Strain Increment Ratios for Sand Having Inherent Transverse Isotropy 

    Source: International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 005
    Author(s): Kiichi Suzuki; Eiji Yanagisawa
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of sand on the
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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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    Cyclic Behaviors of Granular Materials under Generalized Stress Condition Using DEM 

    Source: Journal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Daraporn Phusing; Kiichi Suzuki
    Publisher: American Society of Civil Engineers
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    Effect of Interparticle Friction on the Cyclic Behavior of Granular Materials Using 2D DEM 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 005
    Author(s): Md. Mahmud Sazzad; Kiichi Suzuki
    Publisher: American Society of Civil Engineers
    Abstract: This study presents the influence of the interparticle friction angle on the cyclic behavior of granular materials using the two-dimensional (2D) discrete-element method (DEM). The numerical sample was modeled with oval-shaped ...
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    Mechanical Behavior of Granular Materials under Continuously Varying b Values Using DEM 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Daraporn Phusing; Kiichi Suzuki; Musharraf Zaman
    Publisher: American Society of Civil Engineers
    Abstract: The influence of the intermediate stress ratio on the mechanical behavior of granular materials under generalized stress conditions is not well understood, particularly in regard to relationships between macroscale behavior ...
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    Microstructural Interpretation on Reliquefaction of Saturated Granular Soils under Cyclic Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Masanobu Oda; Ken Kawamoto; Kiichi Suzuki; Hiroyuki Fujimori; Masayuki Sato
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that the resistance to liquefaction of a saturated sand decreases sharply when it has been presheared, either cyclically or quasi statically, beyond a threshold value. The possible mechanism is discussed ...
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    Macro-Micro Responses of Granular Materials under Different b Values Using DEM 

    Source: International Journal of Geomechanics:;2012:;Volume ( 012 ):;issue: 003
    Author(s): Md. Mahmud Sazzad; Kiichi Suzuki; A. Modaressi-Farahmand-Razavi
    Publisher: American Society of Civil Engineers
    Abstract: Granular materials, such as sand, experience different stress paths in nature; and the behavior of granular materials depends on stress conditions. This paper presents a study of the relationship between the macro- and ...
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    Simulation of Upward Seepage Flow in a Single Column of Spheres Using Discrete-Element Method with Fluid-Particle Interaction 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Kiichi Suzuki; Jean P. Bardet; Masanobu Oda; Kazuyoshi Iwashita; Yutaka Tsuji; Toshitsugu Tanaka; Toshihiro Kawaguchi
    Publisher: American Society of Civil Engineers
    Abstract: The interaction between soil particles and pore water makes the behavior of saturated and unsaturated soil complex. In this note, upward seepage flow through a granular material was idealized using a one-column particle ...
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