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    Applicability of the dynamic centrifuge model test method in developing countermeasures against soil liquefaction

    New search for: Koga, Y.
    New search for: Matsuo, O.
    New search for: Koseki, J.
    New search for: Goto, Y.
    New search for: Suzuki, K.
    New search for: Fukada, H.
    New search for: Okumura, R.
    New search for: Kubudera, I.

    A dynamic centrifuge model test and a large-scale model shaking table test in a 1G field were conducted concurrently to study the possible anti-seismic reinforcement of semi-buried roads and embankments in or on liquefiable sandy ground. Results obtained from the two tests were compared qualitatively, and the applicability of dynamic centrifuge model tests to the actual behavior of such countermeasure systems and ground conditions were investigated. Numerical analysis based on the effective stress theory using the Multi-Mechanism Model as a constitutive equation of soil was also reported.

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    Applicability of the dynamic centrifuge model test method in developing countermeasures against soil liquefaction

    New search for: Koga, Y.
    New search for: Matsuo, O.
    New search for: Koseki, J.
    New search for: Goto, Y.
    New search for: Suzuki, K.
    New search for: Fukada, H.
    New search for: Okumura, R.
    New search for: Kubudera, I.

    A dynamic centrifuge model test and a large-scale model shaking table test in a 1G field were conducted concurrently to study the possible anti-seismic reinforcement of semi-buried roads and embankments in or on liquefiable sandy ground. Results obtained from the two tests were compared qualitatively, and the applicability of dynamic centrifuge model tests to the actual behavior of such countermeasure systems and ground conditions were investigated. Numerical analysis based on the effective stress theory using the Multi-Mechanism Model as a constitutive equation of soil was also reported.

    Access

    Access via TIB
    Check availability in my library

    Applicability of the dynamic centrifuge model test method in developing countermeasures against soil liquefaction

    New search for: Koga, Y.
    New search for: Matsuo, O.
    New search for: Koseki, J.
    New search for: Goto, Y.
    New search for: Suzuki, K.
    New search for: Fukada, H.
    New search for: Okumura, R.
    New search for: Kubudera, I.

    A dynamic centrifuge model test and a large-scale model shaking table test in a 1G field were conducted concurrently to study the possible anti-seismic reinforcement of semi-buried roads and embankments in or on liquefiable sandy ground. Results obtained from the two tests were compared qualitatively, and the applicability of dynamic centrifuge model tests to the actual behavior of such countermeasure systems and ground conditions were investigated. Numerical analysis based on the effective stress theory using the Multi-Mechanism Model as a constitutive equation of soil was also reported.

    Access

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    Title:

    Applicability of the dynamic centrifuge model test method in developing countermeasures against soil liquefaction

    Additional title:

    Anwendbarkeit des dynamischen Zentrifugenmodellversuchs bei der Entwicklung von Maßnahmen gegen Bodenverflüssigung

    Contributors:

    Koga, Y. (author) / Matsuo, O. (author) / Koseki, J. (author) / Goto, Y. (author) / Suzuki, K. (author) / Fukada, H. (author) / Okumura, R. (author) / Kubudera, I. (author)

    Published in:

    Centrifuge, International Conference of the ISSMFE, 1991 ; 431-438

    Publication date:

    1991

    Size:

    8 Seiten, 21 Bilder, 4 Tabellen

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Erdboden , Verflüssigen , Fließverhalten , Simulationsversuch , Zentrifuge , praktische Untersuchung , Verstärkung , Sand , Bodeneigenschaft , Bodendynamik , Spannungsverteilung

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