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    Seismic Bearing Capacity of Shallow Foundation Supporting Single-Degree-of-Freedom Structures

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    https://www.riss.kr/link?id=A103810656

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The seismic bearing capacity of a shallow foundation supporting a single degree-of-freedom (SDOF) structure is examined through dynamic centrifuge tests conducted with dry silica sand layers and through the results of three-dimensional numerical analyses in time domain with explicit time integration. The numerical analysis model were constructed in prototype scale corresponding that of centrifuge test. The numerical analysis results correspond with the dynamic centrifuge test measurements. Thus, time histories of the bearing pressure beneath the shallow foundation is estimated from the numerical analysis. To examine the seismic behavior of a shallow foundation supporting a SDOF structure, two different seismic bearing capacity criteria were compared.
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    The seismic bearing capacity of a shallow foundation supporting a single degree-of-freedom (SDOF) structure is examined through dynamic centrifuge tests conducted with dry silica sand layers and through the results of three-dimensional numerical analy...

    The seismic bearing capacity of a shallow foundation supporting a single degree-of-freedom (SDOF) structure is examined through dynamic centrifuge tests conducted with dry silica sand layers and through the results of three-dimensional numerical analyses in time domain with explicit time integration. The numerical analysis model were constructed in prototype scale corresponding that of centrifuge test. The numerical analysis results correspond with the dynamic centrifuge test measurements. Thus, time histories of the bearing pressure beneath the shallow foundation is estimated from the numerical analysis. To examine the seismic behavior of a shallow foundation supporting a SDOF structure, two different seismic bearing capacity criteria were compared.

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    참고문헌 (Reference)

    1 Heron, C., "Susceptibility of shallow foundation to rocking and sliding movements during seismic loading" 26 : 407-424, 2014

    2 Hardin, B. O., "Shear modulus and damping in soils: design equation and curves" 98 (98): 667-691, 1972

    3 Paolucci, R., "Seismic behaviour of shallow foundations: Shaking table experiments vs numerical modelling" 37 : 577-595, 2008

    4 Budhu, M., "Seismic bearing capacity of soils" 43 (43): 181-187, 1993

    5 Paolucci, R., "Seismic bearing capacity of shallow strip foundations on dry soils" 37 (37): 95-105, 1997

    6 Richards, R., "Seismic bearing capacity and settlements of foundations" 119 (119): 662-674, 1993

    7 Massimino, M. R., "Physical modelling of shaking table tests on dynamic soil-foundation interaction and numerical and analytical simulation" 49 : 1-18, 2013

    8 Kuhlemeyer, R. L., "Finite element method accuracy for wave propagation problems" 99 (99): 421-427, 1973

    9 Lysmer, J., "Finite dynamic model for infinite media" 95 (95): 859-877, 1969

    10 Itasca, "FLAC (Fast Lagrangian Analysis of Continua) 3D User's manual" Itasca Consulting Group 2011

    1 Heron, C., "Susceptibility of shallow foundation to rocking and sliding movements during seismic loading" 26 : 407-424, 2014

    2 Hardin, B. O., "Shear modulus and damping in soils: design equation and curves" 98 (98): 667-691, 1972

    3 Paolucci, R., "Seismic behaviour of shallow foundations: Shaking table experiments vs numerical modelling" 37 : 577-595, 2008

    4 Budhu, M., "Seismic bearing capacity of soils" 43 (43): 181-187, 1993

    5 Paolucci, R., "Seismic bearing capacity of shallow strip foundations on dry soils" 37 (37): 95-105, 1997

    6 Richards, R., "Seismic bearing capacity and settlements of foundations" 119 (119): 662-674, 1993

    7 Massimino, M. R., "Physical modelling of shaking table tests on dynamic soil-foundation interaction and numerical and analytical simulation" 49 : 1-18, 2013

    8 Kuhlemeyer, R. L., "Finite element method accuracy for wave propagation problems" 99 (99): 421-427, 1973

    9 Lysmer, J., "Finite dynamic model for infinite media" 95 (95): 859-877, 1969

    10 Itasca, "FLAC (Fast Lagrangian Analysis of Continua) 3D User's manual" Itasca Consulting Group 2011

    11 Mejia, L.H., "Earthquake deconvolution for FLAC" 2006

    12 Richards, R., "Dynamic fluidization of soils" 116 (116): 740-759, 1990

    13 Vesic, A. S., "Analysis of ultimate loads of shallow foundations" 99 (99): 45-73, 1973

    14 김동수, "A Newly Developed State-of-the-Art Geotechnical Centrifuge in Korea" 대한토목학회 17 (17): 77-84, 2013

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2026 평가 재인증평가 신청대상 (재인증)
    2020-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2017-01-01 등재 등재학술지 유지 (계속평가) KCI등재
    2013-01-01 등재 등재학술지 유지 (등재유지) KCI등재
    2010-01-01 등재 등재학술지 선정 (등재후보2차) KCI등재
    2009-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2008-01-01 등재 등재후보학술지 유지 (등재후보1차) KCI등재후보
    2006-01-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
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    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.43 0.43 0.41
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.41 0.4 0.602 0.11
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