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
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2019年 / 28卷 / 18期
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
  • [41] Shaking table test for seismic optimization of soil slope reinforced by new EPS pile under earthquake
    Pai, Li Fang
    Wu, Hong Gang
    Guan, Wei
    Wei, Hong
    Tang, Lin
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 154
  • [42] Seismic shaking table test for large-scale underground cavern group (II): Test scheme
    Liu Xiao-min
    Sheng Qian
    Chen Jian
    Ke Wen-hui
    Yang Ji-hua
    ROCK AND SOIL MECHANICS, 2015, 36 (06) : 1683 - 1690
  • [43] Seismic Behavior and Failure Mechanism of Pile-Group in Mildly Sloping Liquefiable Soils with Crusts: Large-Scale Shaking Table Experiment
    Jia, Kemin
    Xu, Chengshun
    Dou, Pengfei
    Zhang, Xiaoling
    Song, Jia
    JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (15) : 4260 - 4287
  • [44] Centrifuge shaking table tests on a friction pendulum bearing isolated structure with a pile foundation in soft soil
    Qu, Shu-Sheng
    Chen, Yu
    Lv, Yang
    EARTHQUAKES AND STRUCTURES, 2022, 23 (06) : 517 - 526
  • [45] Shaking table test of dynamic response of a single pile under different thicknesses of soft soil layers in a strong earthquake area
    Zhang Cong
    Feng Zhong-ju
    Wang Fu-chun
    Kong Yuan-yuan
    Wang Xi-qing
    Ma Xiao-qian
    ROCK AND SOIL MECHANICS, 2023, 44 (04) : 1100 - 1110
  • [46] Shaking table test of large-space RC frame structure with soft layer
    Xin R.
    Mao L.
    Bi D.
    Chen D.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (09): : 22 - 30and43
  • [47] STUDY ON SEISMIC RESPONSE OF BRIDGE SINGLE PILE-PILLAR SYSTEM IN LIQUEFACTION SITE BASED ON LARGE-SCALE SHAKING TABLE TEST
    Tang, Liang
    Hu, Qingli
    Ling, Xianzhang
    Wang, Lixia
    Wang, Dongsheng
    Wang, Zhiwen
    Kong, Desen
    Wang, Fengxia
    RECENT DEVELOPMENT OF GEOTECHNICAL AND GEO-ENVIRONMENTAL ENGINEERING IN ASIA, PROCEEDINGS, 2006, : 461 - +
  • [48] Experimental study on damping characteristics of soil-structure interaction system based on shaking table test
    Zhang, Zhiying
    Wei, Hongyang
    Qin, Xin
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2017, 98 : 183 - 190
  • [49] Pile-soil-LNG storage tank shaking table test and numerical simulation analysis
    Luo D.-Y.
    Sun J.-G.
    Liu C.-G.
    Cui L.-F.
    Wang Z.
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2021, 34 (03): : 515 - 527
  • [50] Transverse shaking table test of a half-scale geosynthetic reinforced soil bridge abutment
    Zheng, Y.
    McCartney, J. S.
    Shing, P. B.
    Fox, P. J.
    GEOSYNTHETICS INTERNATIONAL, 2018, 25 (06) : 582 - 598