Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 41 Issue 12
Turn off MathJax
Article Contents
Abstract
References
XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, LI Xia. Dynamic response analysis of liquefied site-pile group foundation-structure system —large-scale shaking table model test[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2173-2181. DOI: 10.11779/CJGE201912001
Citation: XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, LI Xia. Dynamic response analysis of liquefied site-pile group foundation-structure system —large-scale shaking table model test[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2173-2181. DOI: 10.11779/CJGE201912001
shu

Dynamic response analysis of liquefied site-pile group foundation-structure system —large-scale shaking table model test

  • 1. Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China;
    2. Institute of Geophysics, China Earthquake Administration, Beijing 100081, China;
    3. Beijing Urban Construction Design Development Group Co., Ltd., Beijing 100037, China

More Information
  • Received Date: April 07, 2018
  • Published Date: December 24, 2019
    Graphical Abstract
    • Abstract
  • In this large-scale shaking table model test, the acceleration responses of soil and structures and pore water pressures and other signals are measured. The seismic responses of soil and pile group foundations, the development of pore water pressure of liquefiable soil are introduced, and the lateral deformation of soil is analyzed. The results show that when 0.05g beat wave is input, the acceleration responses of soil and pile foundation are enlarged obviously, and the pore pressure ratio increases stightly throughout the soil. Besides, the lateral displacements of soil are small. When 0.3g Wenchuan Earthquake seismic record is input, the law of acceleration response of pile foundation is basically the same as that of soil. The pore pressures rise rapidly and the soil has been liquefied, and lateral displacements of soil are large. The results of this paper are dynamic response of liquefied non-free site test in a series of large-scale shaking table tests on soil-pile group-superstructure system. The results can be used for comparative analysis and verification of numerical simulation in the future.
    • FullText(HTML)
    • References (21)
  • [1]
    程昌钧, 胡育佳, 朱媛媛, 等. 桩基的数学建模、理论分析与计算方法[M]. 北京: 科学出版社, 2009: 1-3.
    (CHENG Chang-jun, HU Yu-jia, ZHU Yuan-yuan, et al.Mathematical modeling, theoretical analysis and calculation method of pile foundation[M]. Beijing: Science Press, 2009: 1-3. (in Chinese))
    [2]
    LIYANAPATHIRANA D S, POULOS H G.Seismic lateral response of piles in liquefying soil[J]. J Geotech Geoenviron Eng, 2005, 131: 1466-1479.
    [3]
    LIYANAPATHIRANA D S, POULOS H G.Behavior of pile groups in liquefying soil[C]// Proceedings of GeoCongress 2006: Geotechnical Engineering in the Information Technology Age. Reston, Virginia, USA: ASCE Press, 2006: 1-6.
    [4]
    NOVAK M, EI SHARNOUBY B.Stiffness constants of single piles[J]. J Eng, 1983, 109(7): 961-974.
    [5]
    EL NAGGAR M H, NOVAK M. Nonlinear analysis for dynamic lateral pile response[J]. Soil Dynamics and Earthquake Engineering, 1996, 15(4): 233-244.
    [6]
    MATLOCK H.Correlation for design of lateral loaded piles in soft clay[C]// Proceedings of the 2nd Offshore Technology in Civil Engineering. Reston, Virginia, USA, 1970: 577-594.
    [7]
    REESE L C, COX W R, KOOP F D.Field testing and analysis of laterally loaded piles in stiff clay[C]// Proceedings of the 7th Offshore Technology in Civil Engineering. Reston, Virginia, USA, 1997: 245-256.
    [8]
    黄茂松, 吴志明, 任青, 等. 层状地基中群桩的水平振动特性[J]. 岩土工程学报, 2007, 29(1): 32-38.
    (HUANG Mao-song, WU Zhi-ming, REN Qing, et al.Lateral vibration of pile groups in layered soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 32-38. (in Chinese))
    [9]
    唐亮. 液化场地桩-土动力相互作用p-y曲线模型研究[D]. 哈尔滨: 哈尔滨工业大学, 2010.
    (TANG Liang.p-y model of dynamic pile-soil interaction in liquefying ground[D]. Harbin: Harbin Institute of Technology, 2010. (in Chinese))
    [10]
    HU Yu-jia, ZHU Yuan-yuan, CHENG Chang-jun, et al.EFGM for nonlinear mechanical behaviors of single pile and pile group[C]// Proceedings of the 5th International Conference on Nonlinear Mechanics. Shanghai: Shanghai University Press, 2007: 429-437.
    [11]
    王建华, 陆建飞. 层状地基中考虑固结和流变的垂直单桩的理论分析[J]. 水利学报, 2001, 32(4): 57-61.
    (WANG Jian-hua, LU Jian-fei.Theoretical study on single pile in layered saturated soil considering the consolidation and theology[J]. Journal of Hydraulic Engineering, 2001, 32(4): 57-61. (in Chinese))
    [12]
    MOTAMED R, TOWHATA I, HONDA T.Pile group response to liquefaction-induced lateral spreading: E-defense large shake table test[J]. Soil Dynamics and Earthquake Engineering, 2013, 51(3): 35-46.
    [13]
    TABATA K, SATO M.E-defense shaking table test on the behavior of liquefaction-induced lateral spreading of large-scale model ground with a pile-foundation structure behind quay wall[C]// International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 2010: 1-6.
    [14]
    MOTAMED R, TOWHATA I, HONDA T, et al.Behavior of pile group behind a sheet pile quay wall subjected to liquefaction-induced large ground deformation observed in shaking test in E-defense project[J]. Soils and Foundations, 2009, 49(3): 459-475.
    [15]
    MOTAMED R, TOWHATA I, TOWHATA I.Shaking table tests on pile groups behind quay wall model undergoing lateral spreading[J]. Journal of Geotechnical and Geoenvironmental Engineeirng, ASCE, 2010, 136(3): 477-489.
    [16]
    HAERI S M, KAVAND A, RAHMANI I, et al.Response of a group of piles to liquefaction-induced lateral spreading by large scale shake table testing[J]. Soil Dynamics and Earthquake Engineering, 2012, 38: 25-45.
    [17]
    吕西林, 陈跃庆, 陈波, 等. 结构-地基动力相互作用体系振动台模型试验研究[J]. 地震工程与工程振动, 2000, 20(4): 20-29.
    (LÜ Xi-lin, CHEN Yue-qing, CHEN Bo, et al.Shaking table testing of dynamic soil-structure interaction system[J]. Earthquake Engineering and Engineering Vibration, 2000, 20(4): 20-29. (in Chinese))
    [18]
    LING Xian-zhang, GAO Xia, TANG Liang, et al.Effect of shaking intensity on interactive behavior of soil-pile group foundations in liquefiable soil during shaking table tests[C]// International Efforts in Lifeline Earthquake Engineering, 2013: 616-623.
    [19]
    TANG Liang, LING Xian-zhang, XU Peng-ju, et al.Shake table test of soil-pile groups-bridge structure interaction in liquefiable ground[J]. Earthquake Engineering and Engineering Vibration, 2010, 9(1): 39-50.
    [20]
    倪克闯. 成层土中桩基与复合地基地震作用下工作性状振动台试验研究[D]. 北京: 中国建筑科学研究院, 2013.
    (NI Ke-chuang.Shaking table test of pile and composite foundations’ dynamic behavior in layered soils subjected to earthquake excitation[D]. Beijing: China Academy of Building Research, 2013. (in Chinese))
    [21]
    BENNETT V, ZEGHAL M, ABDOUN T, et al.Wireless shape-acceleration array system for local identification of soil and soil structure systems[J]. Journal of the Transportation Research Board, 2007: 60-66.
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(30)

    1. 王卫东，高文生，龚维明，林毅峰，刘永超，吴江斌. 基础工程技术的发展与创新. 土木工程学报. 2025(02): 97-117 .
    2. 李雨润，刘毅，梁旭华. 液化场地-群桩-上部结构动力特性研究综述. 河北工业大学学报. 2024(01): 74-80 .
    3. 李雨润，范浩然，闫志晓，辛晓梅. 干砂与饱和砂土场地直斜群桩横向动力响应特性对比研究. 自然灾害学报. 2024(03): 202-216 .
    4. 胡月，叶小雷，张戍，赵鸿达，刘浩. 水平-纵向双地震动作用下桥梁桩基地震响应研究. 市政技术. 2024(07): 167-174 .
    5. 杨松松，章定文，曾彪，张爱军，成朝恒，何凌. 水泥土加固桩水平循环承载性能足尺试验研究. 岩土工程学报. 2024(07): 1453-1461 . 本站查看
    6. 张聪，冯忠居，林路宇，周桂梅，陈露. 震陷场地变截面单桩动力特性与损伤评价. 岩土力学. 2024(10): 3037-3046+3057 .
    7. 许晓帅，贾科敏，许成顺，杜修力. 基于易损性分析的可液化场地单桩基础抗震性能研究. 防灾减灾工程学报. 2024(05): 1094-1105 .
    8. 张爱军，唐显云，李飞，侯爵，杨松松，成朝恒，何凌，章定文. 液化场地单桩振动台响应试验研究. 公路交通技术. 2024(05): 104-110 .
    9. 郝宇杰，郭竟语，王玉珏，梁春明，马建林. 地震荷载作用下深厚饱和砂土中桩动力特性试验研究. 路基工程. 2023(01): 99-106 .
    10. 贾科敏，许成顺，杜修力，张小玲，宋佳，苏卓林. 可液化倾斜场地的侧向扩展机制分析. 岩土力学. 2023(06): 1837-1848 .
    11. 贾科敏，许成顺，杜修力，张小玲，崔春义. 液化侧向扩展场地-群桩基础-结构体系地震破坏反应大型振动台试验方案设计. 工程力学. 2023(07): 121-136 .
    12. 冯忠居，李玉婷，赵瑞欣，蔡杰，董建松，孟莹莹. 可液化场地变截面群桩基础动力响应研究. 科学技术与工程. 2023(18): 7886-7894 .
    13. 于旭，赵畅，庄海洋，陈国兴. 可液化地基上桩基基础小高宽比隔震结构体系振动特性试验研究. 振动工程学报. 2023(04): 1125-1135 .
    14. 高峰. 陡坡场地桩基础地震响应及其影响因素分析. 江西建材. 2023(08): 190-192 .
    15. 曹小林，周凤玺，戴国亮，龚维明. 激振荷载作用下桩基础动力响应的现场试验分析. 岩土工程学报. 2023(S1): 171-175 . 本站查看
    16. 吴九江，胡浩东，李艳. 可液化场地桥梁桩基震害及抗液化研究进展. 工业建筑. 2023(10): 169-178+118 .
    17. 许成顺，豆鹏飞，杜修力，陈苏，李霞. 非液化土-群桩基础-结构体系相互作用动力响应振动台试验研究. 建筑结构学报. 2022(05): 185-194+204 .
    18. 冯忠居，孟莹莹，张聪，赖德金，朱继新，林路宇. 强震作用下液化场地群桩动力响应及p-y曲线. 岩土力学. 2022(05): 1289-1298 .
    19. 庄海洋，赵畅，于旭，陈国兴. 液化地基上隔震结构群桩与土动力相互作用振动台模型试验研究. 岩土工程学报. 2022(06): 979-987 . 本站查看
    20. 包小华，喻益亮，陈湘生，刘志鹏，崔宏志. 可液化地层-隧道-桩-地上结构地震相互作用响应研究. 建筑结构学报. 2022(S1): 275-286 .
    21. 张征，唐亮，凌贤长，司盼，田爽，丛晟亦. 砂土液化过程中桩—土动力相互作用p-y曲线特性. 哈尔滨工程大学学报. 2022(10): 1433-1439 .
    22. 兰景岩，宋锡俊，王婷. 上覆海水层对自由场基本周期影响的离心模型试验研究. 岩土工程学报. 2021(04): 768-775 . 本站查看
    23. 冯忠居，孟莹莹，董芸秀，关云辉，尹继兴，刘闯. 强震作用下液化场地桩-土非线性动力相互作用特性. 科学技术与工程. 2021(17): 7299-7307 .
    24. 张健，李雨润，戎贤，师庆晓，贺书云. 液化土中斜群桩承台动力响应特性及桩身弯矩分布规律研究. 地震工程与工程振动. 2021(03): 235-244 .
    25. 冯忠居，张聪，何静斌，刘闯，董芸秀，袁枫斌. 强震作用下群桩基础抗液化性能的振动台试验. 交通运输工程学报. 2021(04): 72-83 .
    26. 许成顺，贾科敏，杜修力，王志华，宋佳，张小玲. 液化侧向扩展场地-桩基础抗震研究综述. 防灾减灾工程学报. 2021(04): 768-791 .
    27. 邢爽，吴桐，李曰兵，潘鑫洲. 冻土–结构相互作用体系振动台试验及数值分析. 岩土工程学报. 2021(11): 2003-2012 . 本站查看
    28. 何静斌，冯忠居，董芸秀，胡海波，刘闯，郭穗柱，张聪，武敏，王振. 强震区桩-土-断层耦合作用下桩基动力响应. 岩土力学. 2020(07): 2389-2400 .
    29. 李梓祥，罗深平，张韬，余燚. 高速公路桥隧搭结构振动台试验研究. 广州航海学院学报. 2020(03): 61-64+82 .
    30. 许成顺，戴金，豆鹏飞，宋佳，孙毅龙，贾科敏. 液化场地-群桩-上部结构动力相互作用简化分析方法. 地震工程与工程振动. 2020(06): 25-35 .

    Other cited types(22)

Catalog

    Get Citation
    PDF
    XML
    Article views (314) PDF downloads (393) Cited by(52)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return