Effect of soil permeability on centrifuge modeling of pile response to latehal spreading

Lenart González, Tarek Abdoun, Ricardo Dobry

    Research output: Contribution to journalConference article

    Abstract

    Liquefaction-induced lateral spreading continues to be a major cause of damage to deep foundations. Currently there is a huge uncertainty associated with the maximum lateral pressures and forces applied by the liquefied soil to deep foundations. Furthermore, recent centrifuge and 1g shaking table tests of pile foundations indicate that the permeability of the liquefied sand is an extremely important and poorly understood factor. This article presents experimental results and analysis of one of the centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading.

    Original languageEnglish (US)
    Pages (from-to)50-60
    Number of pages11
    JournalGeotechnical Special Publication
    Issue number145
    StatePublished - Jan 1 2006
    EventSeismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground - Workshop - Davis, CA, United States
    Duration: Mar 16 2005Mar 18 2005

    Fingerprint

    pile response
    centrifugal model test
    Centrifuges
    centrifuge
    Piles
    permeability
    Soils
    pile
    shaking table test
    Pile foundations
    pile group
    soil
    Liquefaction
    liquefaction
    Sand
    damage
    sand
    effect

    ASJC Scopus subject areas

    • Architecture
    • Civil and Structural Engineering
    • Building and Construction
    • Geotechnical Engineering and Engineering Geology

    Cite this

    Effect of soil permeability on centrifuge modeling of pile response to latehal spreading. / González, Lenart; Abdoun, Tarek; Dobry, Ricardo.

    In: Geotechnical Special Publication, No. 145, 01.01.2006, p. 50-60.

    Research output: Contribution to journalConference article

    @article{74b8f1d627b1422fa1aea3564fbc662a,
    title = "Effect of soil permeability on centrifuge modeling of pile response to latehal spreading",
    abstract = "Liquefaction-induced lateral spreading continues to be a major cause of damage to deep foundations. Currently there is a huge uncertainty associated with the maximum lateral pressures and forces applied by the liquefied soil to deep foundations. Furthermore, recent centrifuge and 1g shaking table tests of pile foundations indicate that the permeability of the liquefied sand is an extremely important and poorly understood factor. This article presents experimental results and analysis of one of the centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading.",
    author = "Lenart Gonz{\'a}lez and Tarek Abdoun and Ricardo Dobry",
    year = "2006",
    month = "1",
    day = "1",
    language = "English (US)",
    pages = "50--60",
    journal = "Geotechnical Special Publication",
    issn = "0895-0563",
    publisher = "American Society of Civil Engineers (ASCE)",
    number = "145",

    }

    TY - JOUR

    T1 - Effect of soil permeability on centrifuge modeling of pile response to latehal spreading

    AU - González, Lenart

    AU - Abdoun, Tarek

    AU - Dobry, Ricardo

    PY - 2006/1/1

    Y1 - 2006/1/1

    N2 - Liquefaction-induced lateral spreading continues to be a major cause of damage to deep foundations. Currently there is a huge uncertainty associated with the maximum lateral pressures and forces applied by the liquefied soil to deep foundations. Furthermore, recent centrifuge and 1g shaking table tests of pile foundations indicate that the permeability of the liquefied sand is an extremely important and poorly understood factor. This article presents experimental results and analysis of one of the centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading.

    AB - Liquefaction-induced lateral spreading continues to be a major cause of damage to deep foundations. Currently there is a huge uncertainty associated with the maximum lateral pressures and forces applied by the liquefied soil to deep foundations. Furthermore, recent centrifuge and 1g shaking table tests of pile foundations indicate that the permeability of the liquefied sand is an extremely important and poorly understood factor. This article presents experimental results and analysis of one of the centrifuge tests that were conducted at the 150 g-ton RPI centrifuge to investigate the effect of soil permeability in the response of single piles and pile groups to lateral spreading.

    UR - http://www.scopus.com/inward/record.url?scp=29244442926&partnerID=8YFLogxK

    UR - http://www.scopus.com/inward/citedby.url?scp=29244442926&partnerID=8YFLogxK

    M3 - Conference article

    AN - SCOPUS:29244442926

    SP - 50

    EP - 60

    JO - Geotechnical Special Publication

    JF - Geotechnical Special Publication

    SN - 0895-0563

    IS - 145

    ER -