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    Water Film in Liquefied Sand and Its Effect on Lateral Spread 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Takeji Kokusho
    Publisher: American Society of Civil Engineers
    Abstract: A 1D saturated sand layer of 2 m in thickness, in which a silt seam is sandwiched, is liquefied by an instant shock. It is found that a water film is easily formed beneath the silt seam with a thickness as thin as a few ...
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    Energy Dissipation in Surface Layer due to Vertically Propagating SH Wave 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Takeji Kokusho; Ryuichi Motoyama
    Publisher: American Society of Civil Engineers
    Abstract: Vertical array data recorded during the 1995 Kobe earthquake are used to calculate the upward and downward energy flow based on one-dimensional SH-wave multireflection theory, from which the energy dissipation in a surface ...
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    Site Investigations for Involvement of Water Films in Lateral Flow in Liquefied Ground 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 011
    Author(s): Takeji Kokusho; Katsuhisa Fujita
    Publisher: American Society of Civil Engineers
    Abstract: Previous research indicates that if layered sand deposits are liquefied during earthquakes, water films are likely to develop beneath less permeable sublayers and lead to the destabilization of sloping ground. In Niigata ...
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    Mechanism for Postliquefaction Water Film Generation in Layered Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Takeji Kokusho; Tetsuro Kojima
    Publisher: American Society of Civil Engineers
    Abstract: Soil investigations at two sites demonstrate that layered structure or stratification in sand deposits is prevalent not only in reclaimed ground but also in natural alluvial ground. One-dimensional liquefaction tests in a ...
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    Undrained Shear Strength of Granular Soils with Different Particle Gradations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): Takeji Kokusho; Tadashi Hara; Ryousuke Hiraoka
    Publisher: American Society of Civil Engineers
    Abstract: A series of undrained tests were performed on granular soils consisting of sand and gravel with different particle gradations and different relative densities reconstituted in laboratory. Despite large differences in ...
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