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Volume 45 Issue S2
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LU Xinyu, JING Liping, QI Wenhao, XIA Feng. Shaking table tests on seismic dynamic response of pile groups under nuclear structures[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 91-97. DOI: 10.11779/CJGE2023S20008
Citation: LU Xinyu, JING Liping, QI Wenhao, XIA Feng. Shaking table tests on seismic dynamic response of pile groups under nuclear structures[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S2): 91-97. DOI: 10.11779/CJGE2023S20008
shu

Shaking table tests on seismic dynamic response of pile groups under nuclear structures

  • 1.

    Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China

  • 2.

    First Crust Monitoring and Application Center, China Earthquake Administration, Tianjin 300180, China

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  • Received Date: November 29, 2023
  • Available Online: April 19, 2024
    Graphical Abstract
    • Abstract
  • A non-rock site-pile group foundation-safety-related nuclear structure system model is established by using the large-scale shaking table test method to study the seismic response, distribution of internal force and failure of pile-group foundation under nuclear power structures. The soil model in the tests is the uniform silted clay, and the circular laminar shear container is used to take the boundary effects of soil into consideration. The pile-group foundation is composed of 9 piles with a diameter of 10 cm and a length of 200 cm, arranged symmetrically according to 3×3. The actual safety-related nuclear structures are simplified into a three-layer frame-shear wall structure model. The research results show that the main failure mode of the pile-group foundation is bending tensile failure, most of which is located in the depth range of 4~7 times the pile diameter from junction between the pile top and the cap, and damage of the junction is the most serious, where the bending moment is also greater than that at other positions.
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    • References (16)
  • [1]
    黄欢, 丁文杰, 郭海兵. 影响中国内陆核电发展的关键性问题分析[J]. 南华大学学报(社会科学版), 2019, 20(3): 9-15. https://www.cnki.com.cn/Article/CJFDTOTAL-NHDS201903003.htm

    HUANG Huan, DING Wenjie, GUO Haibing. Analysis on key issues of the inland nuclear power development in China[J]. Journal of University of South China (Social Science Edition), 2019, 20(3): 9-15. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-NHDS201903003.htm
    [2]
    李元丽. 全国政协常委王寿君: 加快启动内陆核电助力实现"双碳"目标[N]. 人民政协报, 2022-04-19(007).

    LI Yuanli. Wang Shoujun, member of the Standing Committee of the CPPCC: Accelerate the launch of inland nuclear power to help achieve the goal of "double carbon" [N]. Journal of the Chinese People's Political Consultative Conference, 2022-04-19(007). (in Chinese)
    [3]
    景立平, 汪刚, 李嘉瑞, 等. 土–桩基–核岛体系动力相互作用振动台试验及数值模拟[J]. 岩土工程学报, 2022, 44(1): 163-172. doi: 10.11779/CJGE202201016

    JING Liping, WANG Gang, LI Jiarui, et al. Shaking table tests and numerical simulations of dynamic interaction of soil-pile-nuclear island system[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(1): 163-172. (in Chinese) doi: 10.11779/CJGE202201016
    [4]
    MEYMAND P. Shake table tests seismic soil-pile- superstructure interaction[J]. PEER Center News, 1998, 1(2): 1-4.
    [5]
    陈跃庆, 吕西林, 李培振, 等. 分层土-基础-高层框架结构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, 2001, 21(3): 104-112. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200103018.htm

    CHEN Yueqing, LÜ Xilin, LI Peizhen, et al. Shaking table testing for layered soil-foundation-structure interaction system[J]. Earthquake Engineering and Engineering Vibration, 2001, 21(3): 104-112. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200103018.htm
    [6]
    SHIRATO M, NONOMURA Y, FUKUI J, et al. Large-scale shake table experiment and numerical simulation on the nonlinear behavior of pile-groups subjected to large-scale earthquakes[J]. Soils and foundations, 2008, 48(3): 375-396. doi: 10.3208/sandf.48.375
    [7]
    CHAU K T, SHEN C Y, GUO X. Nonlinear seismic soil–pile–structure interactions: shaking table tests and FEM analyses[J]. Soil Dynamics & Earthquake Engineering, 2009, 29(2): 300-310.
    [8]
    李雨润, 孙伟民, 张建华, 等. 地震作用下群桩水平动力响应特性及P-Y曲线试验研究[J]. 地震工程学报, 2014, 36(3): 468-475. https://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ201403009.htm

    LI Yurun, SUN Weimin, ZHANG Jianhua, et al. Experimental study of horizontal dynamic response and P-Y curves of piles during earthquakes[J]. China Earthquake Engineering Journal, 2014, 36(3): 468-475. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZBDZ201403009.htm
    [9]
    DURANTE M G, DI SARNO L, MYLONAKIS G, et al. Soil–pile–structure interaction: experimental outcomes from shaking table tests[J]. Earthquake Engineering & Structural Dynamics, 2016, 45(7): 1041-1061.
    [10]
    SUN L, XIE W. Evaluation of pile-soil-structure interaction effects on the seismic responses of a super long-span cable-stayed bridge in the transverse direction: a shaking table investigation[J]. Soil Dynamics and Earthquake Engineering, 2019, 125: 105755. doi: 10.1016/j.soildyn.2019.105755
    [11]
    许成顺, 豆鹏飞, 杜修力, 等. 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[J]. 建筑结构学报, 2022, 43(5): 185-194, 204. https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202205018.htm

    XU Chengshun, DOU Pengfei, DU Xiuli, et al. Dynamic interaction and seismic response of non-liquefiable soil-pile group foundation-structure system from shaking table test[J]. Journal of Building Structures, 2022, 43(5): 185-194, 204. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB202205018.htm
    [12]
    赵晓光, 高文生. 地震作用下高承台群桩基础振动台试验研究[J]. 建筑结构, 2019, 49(17): 120-129. https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201917030.htm

    ZHAO Xiaoguang, GAO Wensheng. Experimental study on seismic response of pile group foundation with high-cap by shaking table[J]. Building Structure, 2019, 49(17): 120-129. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JCJG201917030.htm
    [13]
    LIM H, JEONG S. Effect of bedrock acceleration on dynamic and pseudo-static analyses of soil-pile systems[J]. Computers and Geotechnics, 2020, 126(2): 103657.
    [14]
    LUO C, YANG X, ZHAN C B, et al. Nonlinear 3D finite element analysis of soil-pile-structure interaction system subjected to horizontal earthquake excitation[J]. Soil Dynamics and Earthquake Engineering, 2016, 84: 145-156. doi: 10.1016/j.soildyn.2016.02.005
    [15]
    ZOU D, SUI Y, CHEN K. Plastic damage analysis of pile foundation of nuclear power plants under beyond-design basis earthquake excitation[J]. Soil Dynamics and Earthquake Engineering, 2020, 136(2): 106179.
    [16]
    朱升冬, 陈国兴, 蒋鹏程, 等. 松软场地上桩筏基础AP1000核岛结构的三维非线性地震反应特性[J]. 工程力学, 2021, 38(1): 129-142. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202101014.htm

    ZHU Shengdong, CHEN Guoxing, JIANG Pengcheng, et al. 3d nonlinear response characteristics of the pile-raft-supported ap1000 nuclear island building in soft deposits subjected to strong ground motions[J]. Engineering Mechanics, 2021, 38(1): 129-142. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202101014.htm
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