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    Discussion of “<i>Effect of Soil Plasticity on Cyclic Response</i>” by Mladen Vucetic and Ricardo Dobry (January, 1991, Vol. 117, No. 1) 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Isao Ishibashi
    Publisher: American Society of Civil Engineers
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    Static Earth Pressures with Various Wall Movements 

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Yung‐Show Fang; Isao Ishibashi
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the writers first present experimental results obtained for the distribution of the active stresses due to a sand backfill behind a rigid wall rotating about the top. The experimental evidence shows that the ...
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    Effect of Initial Shear on Cyclic Behavior of Sand 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Isao Ishibashi; Makoto Kawamura; Shobha K. Bhatia
    Publisher: American Society of Civil Engineers
    Abstract: Drained and undrained cyclic torsional simple shear tests are conducted for saturated Ottawa sand with and without initial static shear applications. It was found from the experiment that when the tests were conducted under ...
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    Dynamic Soil and Water Pressures of Submerged Soils 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 010
    Author(s): Hiroshi Matsuzawa; Isao Ishibashi; Makoto Kawamura
    Publisher: American Society of Civil Engineers
    Abstract: Current theories and procedures in evaluating dynamic lateral earth and water pressures due to submerged backfill soils against rigid retaining structures are throughly reviewed. Available experimental data is gathered and ...
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    Dynamic Lateral Pressures Due to Saturated Backfills on Rigid Walls 

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author(s): Isao Ishibashi; Makoto Osada; Tatsuo Uwabe
    Publisher: American Society of Civil Engineers
    Abstract: One‐directional (horizontal) shaking‐table experiments were conducted on one sandy and two cohesive saturated backfills to investigate the dynamic water and total lateral pressures against rigid nonyielding walls during ...
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    Discussions and Closure: Dynamic Properties of Piedmont Residual Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1998:;Volume ( 124 ):;issue: 006
    Author(s): L. R. Hoyos Jr.; E. J. Macari; Isao Ishibashi; Paul W. Mayne; Yasser A. Hegazy; Gina Kates Martin; Roy H. Borden; Lisheng Shao; Ayushman Gupta
    Publisher: American Society of Civil Engineers
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