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
  • [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] 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):
  • [3] 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 - +
  • [4] Numerical analysis of a shaking table test on dynamic structure-soil-structure interaction under earthquake excitations
    Li, Peizhen
    Liu, Shutong
    Lu, Zheng
    Yang, Jinping
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2017, 26 (15):
  • [5] Shaking table test on underground structure-soil-aboveground structure interaction
    Cheng, Ye
    Pan, Danguang
    Chen, Qingjun
    Huang, Ying
    Zhang, Dawei
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2023, 140
  • [6] Shaking table test and simulation of 12-story buildings with metallic dampers located on soft soil
    Yang, Jinping
    Jing, Hang
    Li, Peizhen
    JOURNAL OF BUILDING ENGINEERING, 2022, 46
  • [7] COMPARATIVE SHAKING TABLE MODEL TESTS ON THE SOIL-PILE-STRUCTURE INTERACTION SYSTEM IN VARIOUS LIQUEFIABLE SOILS
    Li, Pei-Zhen
    Liu, Yan-Mei
    Lu, Xi-Lin
    Yang, Guo-Qiang
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 201 - 208
  • [8] Shaking table test on shield building considering soil-structure interaction
    Song, Chenning
    Zhou, Changle
    Zhang, Zhi
    Wei, Chao
    NUCLEAR ENGINEERING AND TECHNOLOGY, 2025, 57 (06)
  • [9] Large-scale shaking table model test of liquefiable free field
    Xu Cheng-shun
    Dou Peng-fei
    Du Xiu-li
    Chen Su
    Han Jun-yan
    ROCK AND SOIL MECHANICS, 2019, 40 (10) : 3767 - 3777
  • [10] Shaking Table Test and Numerical Simulation Study on Tunnel-Soil-Bridge Pile Structure Interaction System
    Lu, Shasha
    Zhao, Dongxu
    Dai, Junwu
    Yin, Hang
    Wang, Laigui
    SUSTAINABILITY, 2023, 15 (01)