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    Pile Bearing Capacity Factors and Soil Crushabiity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Keiji Kuwajima; Masayuki Hyodo; Adrian F. Hyde
    Publisher: American Society of Civil Engineers
    Abstract: The existence of large magnitude stresses at the tip of a bearing pile is a well known phenomenon leading to crushing of soil grains and thus affecting pile behavior. Classical foundation design calculations which assume ...
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    Liquefaction Resistance of Sandy Soils under Partially Drained Condition 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): Yoichi Yamamoto; Masayuki Hyodo; Rolando P. Orense
    Publisher: American Society of Civil Engineers
    Abstract: In order to simulate the effect of drainage on soils adjacent to gravel drains that are installed as countermeasure against liquefaction, several series of cyclic triaxial tests were performed on saturated sands under ...
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    Influence of Water on the Compression Behavior of Decomposed Granite Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 005
    Author(s): Tae-Gew Ham; Yukio Nakata; Rolando Orense; Masayuki Hyodo
    Publisher: American Society of Civil Engineers
    Abstract: In order to investigate the influence of water on compression characteristics of decomposed granite soils, single-particle crushing and one-dimensional compression tests were carried out on three types of decomposed granite ...
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    Influence of Gravel on the Compression Characteristics of Decomposed Granite Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Tae-Gew Ham; Yukio Nakata; Rolando P. Orense; Masayuki Hyodo
    Publisher: American Society of Civil Engineers
    Abstract: Large-scale one-dimensional compression tests were performed in order to analyze the influence of gravel on the compression properties of gravel-mixed decomposed granite soils. After adjusting the gravel contents of the ...
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    Closure to “Influence of Gravel on the Compression Characteristics of Decomposed Granite Soil” by Tae-Gew Ham, Yukio Nakata, Rolando P. Orense, and Masayuki Hyodo 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 005
    Author(s): Tae-Gew Ham; Yukio Nakata; Rolando P. Orense; Masayuki Hyodo
    Publisher: American Society of Civil Engineers
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    Initial Shear Modulus of Remolded Sand-Clay Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Suguru Yamada; Masayuki Hyodo; Rolando P. Orense; S. V. Dinesh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the dynamic properties of undisturbed and remolded clays and sand-clay mixtures based on the results of undrained hollow cylindrical torsional cyclic simple shear tests. The clays were obtained from ...
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    Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 148 ):;issue: 003:;page 04021190
    Author(s): Jialin Xu; Chengshun Xu; Norimasa Yoshimoto; Masayuki Hyodo; Shintaro Kajiyama; Linghui Huang
    Publisher: ASCE
    Abstract: A significant increase in effective stress can be induced in hydrate-bearing reservoirs when the depressurization method is applied. A series of drained triaxial shear tests were performed on hydrate-bearing sediments with ...
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    Strain-Dependent Dynamic Properties of Remolded Sand-Clay Mixtures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 007
    Author(s): Suguru Yamada; Masayuki Hyodo; Rolando P. Orense; S. V. Dinesh; Taichi Hyodo
    Publisher: American Society of Civil Engineers
    Abstract: A series of undrained cyclic torsional simple shear tests using hollow cylindrical torsional shear apparatus was carried out to investigate the dynamic shear moduli and damping properties of clayey specimens with various ...
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    Online Earthquake Response Test for Stratified Layers of Clay and Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Naoki Takahashi; Masayuki Hyodo; Adrian F. Hyde; Yoichi Yamamoto; Shinya Kimura
    Publisher: American Society of Civil Engineers
    Abstract: Artificial islands often consist of layers of alluvial clay and reclaimed soil of varying order and thickness. Soft clay layers have nonlinear characteristics and can both amplify and attenuate earthquake ground motions. ...
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    Compression and Deformation Characteristics of Hydrate-Bearing Sediments under High Effective Confining Pressure 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 006:;page 04022067
    Author(s): Jialin Xu; Chengshun Xu; Norimasa Yoshimoto; Masayuki Hyodo; Shintaro Kajiyama; Linghui Huang
    Publisher: ASCE
    Abstract: The depressurization method that is used to produce methane gas can increase the effective stress in hydrate-bearing sediments and induce deformation and settlement of reservoirs, which has adverse effects on safe and ...
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