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Volume 35 Issue zk2
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LU Chih-wei, LIN Jia-sing, PENG Kai-siang. Numerical study for dynamic responses of pile foundation in shake table tests using a three dimensional effective stress analysis[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 974-981.
Citation: LU Chih-wei, LIN Jia-sing, PENG Kai-siang. Numerical study for dynamic responses of pile foundation in shake table tests using a three dimensional effective stress analysis[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk2): 974-981.
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Numerical study for dynamic responses of pile foundation in shake table tests using a three dimensional effective stress analysis

  • Department of Construction Engineering, Taiwan Kaohsiung First University of Science and Technology, Kaohsiung 82445, China

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  • Received Date: June 14, 2013
  • Published Date: November 24, 2013
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  • In 1995, Kobe earthquake resulting in large-scale liquefaction caused obvious damage to pile foundations of buildings, containers and piers. The most serious damage area to piles is in the liquefied soils with lateral spreading. The model tests are conducted in the Center of Public Works Research Institute in Tsukuba, Japan. The responses for a pile foundation in lateral spreading at a port are studied. The pile foundation is located in liquefied -backfill layer where sheet piles are employed for revetment work. The main purpose is to conduct a three-dimensional effective stress analysis to examine the responses of the pile foundation in a lateral spreading due to soil liquefaction. In addition, this study also investigates the dynamic responses of the pile foundation to several configuration changes.
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    • References (14)
  • [1]
    HUNG Y, YU M. Review of soil liquefaction characteristics during major earthquakes of the 21st century[J]. Natural Hazard, 2013, 65(3): 2375-2384.
    [2]
    OKA F, YASHIMA A, TATEISHI A, et al. A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus[J]. Geotechnique, 1999, 49(5): 661-680.
    [3]
    BIOT M A. Theory of propagation of elastic waves in a fluid-saturated porous solid[J]. The Journal of Acoustical Society of America, 1956, 28(2): 168-178.
    [4]
    OKA F. A cyclic elasto-visco plastic constitutive model for clay based on the non-linear hardening rule[C]// PANDE G N, PIETRUSZCZAK S. eds., Proc. of the 4th Int. Symp. on Numerical Models in Geomechanics. Swansea: Balkema, 1992: 105-114.
    [5]
    OKA F, YASHIMA A, SHIBATA T, et al. FEM-FDM coupled liquefaction analysis of porous soil using an elasto-plastic model[J]. Applied Scientific Research, 1994, 52: 209-245.
    [6]
    UZUOKA R, CUBRINOVSKI M, SUGITA H, et al. Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: Shaking in the direction perpendicular to ground flow[J]. Soil Dynamics and Earthquake Engineering, 2008: 436-452.
    [7]
    CUBRINOVSKI M, UZUOKA R, SUGITA H, et al. Prediction of pile response to lateral spreading by 3-D soil-water coupled dynamic analysis: shaking in the direction of ground flow[J]. Soil Dynamics and Earthquake Engineering, 2008, 28: 421-435.
    [8]
    KAWAKAMI S, ITAKURA D, SATO T, et al. Liquefaction characteristics of sand from cyclic torsional shear test at low confining pressure[C]// Proceedings of the 33rd Annual Conference of Japanese Geotechnical Society, 1998(D-7): 725-6. (in Japanese)
    [9]
    TATSUOKA F, OCHI K, FUJII S, et al. Cyclic triaxial and torsional strength of sands for different preparation methods[J]. Soils and Foundations, 1986, 26(3): 23-41.
    [10]
    卢之伟, 谢旭升, 黄 雨, 等. 地震时地下连续墙围束效应与围束土壤超孔隙水压力之探讨[J]. 岩土工程学报, 2007, 29(6): 861-865. (LU C W, HSIEH H S, HUNG Y, et al, Numerical study on seismic interaction between wall-type underground structures and excess pore water pressure of confined soils[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(6): 861-865. (in Chinese))
    [11]
    LU C W. Numerical study for centrifugal model tests of a single pile foundation installed in sandy deposits[J]. Journal of Mechanics, 2007, 23: 389-397.
    [12]
    LU C W, OKA F, ZHANG F. Analysis of soil-pile-structure interaction in a two-layer ground during earthquakes considering liquefaction[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2007, 32(8): 863-895.
    [13]
    卢之伟, 洪璋亿, 赖信成. 以有效应力法探讨因大地震所引起土壤液化造成桩基础破坏之实例分析[J]. 地工技术, 2010, 123: 59-68. (LU C W, HUNG C Y, LAI S C. A case study of liquefaction-induced damage on piled foundation due to a major earthquake by using effective stress analysis[J]. Sino-Geotechnics, 2010, 123: 59-68. (in Chinese))
    [14]
    LU C W, GUI M W, Three-dimensional dynamic soil-structure interaction analysis of a bridge-pier pile foundation[J]. Journal of Earthquake and Tsunami Engineering, 2013, 7(5).
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