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    Closure to “<i>Effects of Multiple Modes on Rayleigh Wave Dispersion Characteristics</i>” by Kohji Tokimatsu, Shuji Tamura, and Hisaya Kojima (October 1992, Vol. 118, No. 10) 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Kohji Tokimatsu; Shuji Tamura
    Publisher: American Society of Civil Engineers
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    Evaluation of Settlements in Sands Due to Earthquake Shaking 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 008
    Author(s): Kohji Tokimatsu; H. Bolton Seed
    Publisher: American Society of Civil Engineers
    Abstract: Simplified methods of analysis are proposed for estimating probable settlements in either saturated or unsaturated sand deposits subjected to earthquake shaking. It is suggested that the primary factors controlling induced ...
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    Effects of Multiple Modes on Rayleigh Wave Dispersion Characteristics 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Kohji Tokimatsu; Shuji Tamura; Hisaya Kojima
    Publisher: American Society of Civil Engineers
    Abstract: The effects of multiple modes on Rayleigh wave dispersion are discussed to reduce the ambiguity of uniqueness of shear wave velocity
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    Use of Short‐Period Microtremors for Vs Profiling 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Kohji Tokimatsu; Kenichiro Shinzawa; Shinichi Kuwayama
    Publisher: American Society of Civil Engineers
    Abstract: A possible use of short‐period microtremors is examined for the determination of shallow shear wave velocity
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    Cyclic Critical Stress States of Sand with Nonfrictional Effects 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Jian-Min Zhang; Yasuhiro Shamoto; Kohji Tokimatsu
    Publisher: American Society of Civil Engineers
    Abstract: New observations of experimental facts are made in this study to understand the physical essentials regarding the changes in mobilized maximum stress and phase-transformation stress states of saturated sands subjected to ...
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    Closure to “Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling” by Siau Chen Chian, Kohji Tokimatsu, and Santana Phani Gopal Madabhushi 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): Siau Chen Chian; Kohji Tokimatsu; Santana Phani Gopal Madabhushi
    Publisher: American Society of Civil Engineers
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    Liquefaction‐Induced Damage to Buildings in 1990 Luzon Earthquake 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Kohji Tokimatsu; Hisaya Kojima; Shinichi Kuwayama; Akio Abe; Saburoh Midorikawa
    Publisher: American Society of Civil Engineers
    Abstract: The Luzon Earthquake of 1990
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    Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author(s): Ahmed Ebeido; Ahmed Elgamal; Kohji Tokimatsu; Akio Abe
    Publisher: American Society of Civil Engineers
    Abstract: Four large laminar-box shaking table experiments are conducted to document pile response due to the mechanism of liquefaction-induced lateral spreading. Single-pile and pile-group configurations are tested in a mildly ...
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    Closure to “Liquefaction‐Induced Damage to Buildings in 1990 Luzon Earthquake” by Kohji Tokimatsu, Hisaya Kojima, Shinichi Kuwayama, Akio Abe, and Saburoh Midorikawa 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Kohji Tokimatsu; Hisaya Kojima; Shinichi Kuwayama; Akio Abe; Saburoh Midorikawa
    Publisher: American Society of Civil Engineers
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    Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): K. Onder Cetin; Raymond B. Seed; Armen Der Kiureghian; Kohji Tokimatsu; Leslie F. Harder, Jr.; Robert E. Kayen; Robert E. S. Moss
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents new correlations for assessment of the likelihood of initiation (or “triggering”) of soil liquefaction. These new correlations eliminate several sources of bias intrinsic to previous, similar correlations, ...
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