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Volume 43 Issue 11
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XING Shuang, WU Tong, LI Yue-bing, PAN Xin-zhou. Shaking table tests and numerical analysis of frozen soil-structure interaction system[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2003-2012. DOI: 10.11779/CJGE202111006
Citation: XING Shuang, WU Tong, LI Yue-bing, PAN Xin-zhou. Shaking table tests and numerical analysis of frozen soil-structure interaction system[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(11): 2003-2012. DOI: 10.11779/CJGE202111006
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Shaking table tests and numerical analysis of frozen soil-structure interaction system

  • School of Civil Engineering, Northeast Electric Power University, Jilin 132000, China

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  • Received Date: January 24, 2021
  • Available Online: December 01, 2022
    Graphical Abstract
    • Abstract
  • Based on the shaking table tests on frozen soil-structure dynamic interaction system, the earthquake damage phenomenon of the superstructure and foundation of frozen soil site and the liquefaction phenomenon of sandy silt under earthquake excitation are reproduced by using the self-made indoor frozen soil freezing system, the seismic response of frozen soil sites with different freezing depths and its influence on the seismic response of superstructure are in vestigated. In addition, a nonlinear model considering the dependence of frozen soil on temperature and the change of equivalent shear stiffness caused by liquefaction of foundation is established by using the nonlinear finite element software, which lays a foundation for the subsequent calculation and analysis. The analysis shows that the seismic response and the peak frequency of the surface decrease with the increase of the input seismic waves due to the non-linear progress of the soil. The interaction between the superstructure and the foundation is obvious, the amplitude of ground surface decreases with the increase of the freezing depth, and the seismic response and the peak frequency of superstructure increase. The above results can provide reference for the study on frozen soil-structure dynamic interaction in seasonal frozen areas.
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    • References (19)
  • [1]
    马巍, 王大雁. 中国冻土力学研究50a回顾与展望[J]. 岩土工程学报, 2012, 34(4): 625-640. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201204009.htm

    MA Wei, WANG Da-yan. Studies on frozen soil mechanics in China in past 50 years and their prospect[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 625-640. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201204009.htm
    [2]
    徐学燕, 徐春华, 李晓稚. 冻土场地地震加速度反应谱研究[J]. 岩土工程学报, 2003, 25(6): 680-683. doi: 10.3321/j.issn:1000-4548.2003.06.007

    XU Xue-yan, XU Chun-hua, LI Xiao-zhi. Research on earthquake acceleration response spectrum of frozen soil ground[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(6): 680-683. (in Chinese) doi: 10.3321/j.issn:1000-4548.2003.06.007
    [3]
    周幼吾, 郭东信. 中国多年冻土的主要特征[J]. 冰川冻土, 1982, 4(1): 1-19, 95.

    ZHOU You-wu, GUO Dong-xin. Principal characteristics of permafrost in China[J]. Journal of Glaciology and Geocryology, 1982, 4(1): 1-19, 95. (in Chinese)
    [4]
    LIU J K, CUI Y H, LIU X, et al. Dynamic characteristics of warm frozen soil under direct shear test-comparison with dynamic triaxial test[J]. Soil Dynamics and Earthquake Engineering, 2020, 133: 106114. doi: 10.1016/j.soildyn.2020.106114
    [5]
    罗飞, 赵淑萍, 马巍, 等. 冻结黏土的动力学参数确定方法研究[J]. 冰川冻土, 2016, 38(5): 1340-1345. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201605019.htm

    LUO Fei, ZHAO Shu-ping, MA Wei, et al. Study of determining the dynamic parameters of frozen clay[J]. Journal of Glaciology and Geocryology, 2016, 38(5): 1340-1345. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT201605019.htm
    [6]
    WANG J H, ZHANG F, YANG Z H. Anisotropy in small-strain shear modulus of permafrost at rising temperatures[J]. Cold Regions Science and Technology, 2019, 160: 1-12. doi: 10.1016/j.coldregions.2019.01.003
    [7]
    徐学燕, 仲丛利, 陈亚明, 等. 冻土的动力特性研究及其参数确定[J]. 岩土工程学报, 1998, 20(5): 80-84. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC805.016.htm

    XU Xue-yan, ZHONG Cong-li, CHEN Ya-ming, et al. Research on dynamic characters of frozen soil and determination of its parameters[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 80-84. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC805.016.htm
    [8]
    TANG W R, ZHU Z W, FU T T, et al. Dynamic experiment and numerical simulation of frozen soil under confining pressure[J]. Acta Mechanica Sinica, 2020, 36(6): 1302-1318. doi: 10.1007/s10409-020-00999-4
    [9]
    王常峰, 陈兴冲, 丁明波. 季节性冻土区桩基础桥梁地震反应研究[J]. 桥梁建设, 2016, 46(2): 48-53. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201602009.htm

    WANG Chang-feng, CHEN Xing-chong, DING Ming-bo. Study of seismic responses of bridge with pile foundations in seasonal frozen soil area[J]. Bridge Construction, 2016, 46(2): 48-53. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201602009.htm
    [10]
    严松宏, 陈兴冲, 高峰. 多年冻土区场地地震动随机特性研究[J]. 岩土工程学报, 2005, 27(9): 1012-1015. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200509007.htm

    YAN Song-hong, CHEN Xing-chong, GAO Feng. Study on stochastic earthquake characteristics of ground in permafrost regions[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(9): 1012-1015. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200509007.htm
    [11]
    陈拓, 穆彦虎, 王建州, 等. 活动层对青藏高原冻土区地震反应影响研究[J]. 冰川冻土, 2019, 41(3): 1-8.

    CHEN Tuo, MU Yan-hu, WANG Jian-zhou, et al. Influence of the active layer on seismic response in permafrost of the Qinghai-Tibet Plateau[J]. Journal of Glaciology and Geocryology, 2019, 41(3): 1-8. (in Chinese)
    [12]
    张开健, 孙红, 牛富俊, 等. 多年冻土区缓倾角土层斜坡的地震反应[J]. 岩土力学, 2017, 38(12): 3469-3474. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201712011.htm

    ZHANG Kai-jian, SUN Hong, NIU Fu-jun, et al. Seismic response of low-angle soil slope in permafrost regions[J]. Rock and Soil Mechanics, 2017, 38(12): 3469-3474. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201712011.htm
    [13]
    王丽霞, 凌贤长, 徐学燕, 等. 多年冻土场地路基地震加速度反应谱特性研究[J]. 岩石力学与工程学报, 2004, 23(8): 1330-1335. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200408021.htm

    WANG Li-xia, LING Xian-chang, XU Xue-yan, et al. Study on response spectrum characteristics of earthquake acceleration for roadbed on permafrost site[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(8): 1330-1335. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200408021.htm
    [14]
    刘鸿绪, 孙彦福, 陈亚明, 等. 季节冻土层对房屋地震破坏的影响[J]. 冰川冻土, 1998, 20(1): 46-50. https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT801.009.htm

    LIU Hong-xu, SUN Yan-fu, CHEN Ya-ming, et al. Influence of seasonally frozen ground on the seismic damages of buildings[J]. Journal of Glaciolgy and Geocryology, 1998, 20(1): 46-50. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BCDT801.009.htm
    [15]
    YANG Z H, ZHANG X Y, YANG R L. Shake table modeling of laterally loaded piles in liquefiable soils with a frozen crust[J]. Applied Mechanics and Materials, 2012(204/205/ 206/207/208): 654-658.
    [16]
    许成顺, 豆鹏飞, 杜修力, 等. 液化场地-群桩基础-结构体系动力响应分析：大型振动台模型试验研究[J]. 岩土工程学报, 2019, 41(12): 2173-2181. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201912004.htm

    XU Cheng-shun, DOU Peng-fei, DU Xiu-li, et al. 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. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201912004.htm
    [17]
    陈跃庆, 吕西林, 李培振, 等. 不同土性的地基-结构动力相互作用振动台模型试验对比研究[J]. 土木工程学报, 2006, 39(5): 57-64. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200605008.htm

    CHEN Yue-qing, LÜ Xi-lin, LI Pei-zhen, et al. Comparative study on the dynamic soil-structure interaction system with various soils by using shaking table model tests[J]. China Civil Engineering Journal, 2006, 39(5): 57-64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200605008.htm
    [18]
    XING S, MIAYMOTO Y. Seismic response characteristics of a building supported by pile foundation in frozen soil based on shaking table test[J]. Journal of Earthquake and Tsunami, 2016, 10(2): 1640005.
    [19]
    社本康広, 時松孝次, 有泉浩蔵. 一次元有効応力解析の実地盤に対する適用性[J]. 日本建築学会構造系論文集, 1992, 433: 113-119.

    Sakimoto YASUHIRO, Tokimatsu TAKAJI, Ariizumi HIROZO. Applicability of one-dimensional effective stress analysis to the actual ground[J]. Journal of Structural and Construction Engineering (Transaction of AIJ) 1992, 433: 113-119. (in Japanese)
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