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    Dynamic Lateral Pile‐Group Effects 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Takaaki Kagawa
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic lateral pile‐group effects are studied parametrically for a linearly elastic soil‐pile‐structure system. The soil layer is assumed homogeneous, and all piles are identical and vertical. Pile‐group responses for the ...
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    Dynamic Soil Reaction to Axially Loaded Piles 

    Source: Journal of Geotechnical Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Takaaki Kagawa
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic soil‐reaction characteristics of axially loaded single piles are studied numerically to find simple and rational numerical models for beam‐on‐Winkler foundation‐type analyses of axially loaded single piles. The ...
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    Moduli and Damping Factors of Soft Marine Clays 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): Takaaki Kagawa
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a compilation of resonant‐column and cyclic simple‐shear test results on dynamic moduli and damping factors of soft marine clays. These tests were conducted on 38 undisturbed samples of soft marine clays ...
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    Closure to “<i>Moduli and Damping Factors of Soft Marine Clays</i>” by Takaaki Kagawa (September, 1992, Vol. 118, No. 9) 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): Takaaki Kagawa
    Publisher: American Society of Civil Engineers
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