Large-scale shaking table test on pile-soil-structure interaction on soft soils

被引:33
|
作者
Yang, Jinping [1 ,2 ]
Li, Peizhen [1 ,3 ]
Lu, Zheng [1 ,3 ]
机构
[1] Tongji Univ, Dept Disaster Mitigat Struct, Shanghai, Peoples R China
[2] Henan Univ Technol, Coll Civil Engn, Zhengzhou, Henan, Peoples R China
[3] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
pile-soil-structure interaction; seismic responses; shaking table test; soft soil; soil-structure interaction; SEISMIC RESPONSE; IDENTIFICATION; FOUNDATIONS; SIMULATION; BUILDINGS; BEHAVIOR; SYSTEMS; MODEL;
D O I
10.1002/tal.1679
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The two large-scale shaking table tests of tall buildings on soft soils in pile group foundations are performed to capture the effect of the seismic pile-soil-structure interaction (PSSI) on the dynamic responses of the pile, soil, and structure. The two different model conditions are observed, including a fixed-base structure and a structure supported by 3-by-3 pile group foundation in soft soil, representing the situations excluding the soil-structure interaction (SSI) and considering the SSI, respectively. In the tests, the superstructure is a tall building with 12-story reinforced concrete frame. The pile-soil-structure system rests in a shear laminar soil container, which is designed to minimize the boundary effects during shaking table tests. The two models are subjected to various intensity seismic excitations of Shanghai bedrock waves, 1995 Kobe earthquake, and 1999 Chi-Chi earthquake events. According to the experimental and analytical results, SSI systems have longer natural periods than the fixed-base structure. In addition, soft soil has amplification effect under smaller seismic excitations and isolation effects under larger earthquake intensities. The strain amplitude at the top of pile is large, and the strain at the middle and tip is relatively small. Whereas the contact pressure is small at the top of pile and large at the middle and tip. From the dynamic responses of the superstructure, it is found that the PSSI amplifies the peak displacements and interstory drifts of the structures supported by pile group foundations by comparing with the fixed-base structure. Whereas the peak acceleration and interstory shear force of the structure are reduced considering seismic PSSI. The results show that the seismic SSI is not always favorable, however, it may increase certain dynamic responses of the structure. Consequently, the seismic SSI should be considered reasonably, providing insight towards the rational seismic design of buildings rested on soft soils.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Large-scale shaking table test on tall buildings with viscous dampers considering pile-soil-structure interaction
    Yang, Jinping
    Lu, Zheng
    Li, Peizhen
    ENGINEERING STRUCTURES, 2020, 220
  • [2] Analysis of shaking table test of large-scale soil-pile-complex structure interaction
    Jiang, Xinliang
    Xu, Bingwei
    Jiao, Ying
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2010, 43 (10): : 98 - 105
  • [3] Shaking table test and theoretical analysis of the pile-soil-structure interaction at a liquefiable site
    Li, Peizhen
    Yang, Jinping
    Lu, Zheng
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2018, 27 (15):
  • [4] Soil chamber design of shaking test table for large-scale soil-pile-complex structure interaction
    Xu, Bing-Wei
    Jiang, Xin-Liang
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2010, 43 (10): : 912 - 918
  • [5] Large-scale shaking table test on micro-pile composite structure on soil slope
    Wu Hong-gang
    Wu Zhi-xin
    Xie Xian-long
    Pai Li-fang
    ROCK AND SOIL MECHANICS, 2019, 40 (10) : 3844 - 3854
  • [6] Large-scale shaking table model tests and analyses of seismic soil-pile-superstructure interaction
    Meymand, PJ
    Lok, TM
    Pestana, JM
    Riemer, MF
    Seed, RB
    EARTHQUAKE GEOTECHNICAL ENGINEERING, VOLS 1-3, 1999, : 341 - 346
  • [7] STUDY ON SEISMIC INTERACTION OF PILE-SOIL-BRIDGE AT LIQUEFACTION SITE BASED ON LARGE-SCALE SHAKING TABLE MODEL TEST
    Ling, Xianzhang
    Wang, Dongsheng
    Hu, Qingli
    Tang, Liang
    Kong, Desen
    Wang, Zhiqiang
    Wang, Fengxia
    Wang, Lixia
    RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS, 2006, : 457 - +
  • [8] Shaking table test of soil-pile-eccentric structure interaction system
    Jiang, Xinliang
    Li, Yue
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (08): : 106 - 111
  • [9] Soil-pile-structure interaction in liquefying sand from large-scale shaking-table tests and centrifuge tests
    Kagawa, T
    Taji, Y
    Sato, M
    Minowa, C
    SEISMIC ANALYSIS AND DESIGN FOR SOIL-PILE-STRUCTURE INTERACTIONS, 1997, (70): : 69 - 84
  • [10] ANALYSIS ON THE LARGE-SCALE SHAKING TABLE TEST OF DYNAMIC SOIL-SUBWAY STATION INTERACTION
    Chen, Guoxing
    Zhuang, Haiyang
    Du, Xiuli
    Li, Liang
    Cheng, Shaoge
    RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS, 2006, : 419 - +