Research on Influence of Pile Foundation Construction on Adjacent Existing Twin-arch Double-deck Tunnel

被引:0
|
作者
Cui Guangyao [1 ]
Su Hao [2 ]
Zhang Yang [3 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu, Sichuan, Peoples R China
[2] Southwest Jiaotong Univ, Sch Econ & Management, Chengdu, Sichuan, Peoples R China
[3] Southwest Jiaotong Univ, Architecture & Survey Design Inst, Chengdu, Sichuan, Peoples R China
来源
DYNAMICS OF URBAN AGGLOMERATION IN CHINA: PREFERENCES OF ENERGY-SAVING AND ENVIRONMENT-FRIENDLY SOCIETY | 2009年
关键词
twin-arch double-deck tunnel; adjacent construction; pile foundation; security analysis;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Twin-arch double-deck tunnel is a new tunnel structure. It is of great practical significance to alleviate the pressure of urban traffic. With the high-speed development of the national economy in China, its application will be more widely in the city. The study on construction mechanics behavior and adjacent construction effects of twin-arch double-deck tunnel is very little. Relying on twin-arch double-deck tunnel of Longhui road in Zigong city, its construction mechanics behavior and adjacent construction effects were studied by three-dimensional numerical simulation techniques. It shows that: tunnel structure can meet the force requirements before the pile load is imposed; Although the unfavorable change of structure stress has happened after imposed pile load, tunnel structure still meet the force requirements. Research results provide references for design and wide application of twin-arch double-deck tunnel in the city.
引用
收藏
页码:293 / +
页数:2
相关论文
共 50 条
  • [1] Numerical analysis of influence of pile foundation construction on adjacent metro tunnel
    Ding Z.
    Zhang X.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2019, 50 (02): : 390 - 399
  • [2] Study on Influence Mechanism of Tunnel Construction on Adjacent Pile Foundation and Resilience Assessment
    Zhou, Jun
    Han, Kaihang
    Chen, Weitao
    BUILDINGS, 2024, 14 (09)
  • [3] Study on the Optimal Construction Time of Adjacent Pile Foundation Considering the Thermal Stability of the Existing Pile Foundation
    Shi, Xiangyang
    Wang, Yunxing
    Zhou, Ziqiang
    Huang, Long
    BUILDINGS, 2025, 15 (05)
  • [4] Dynamic Impact of Punching Construction on Adjacent Existing Bridge Pile Foundation
    Hu, Changbin
    Sun, Zenghua
    ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 471 - 477
  • [5] Development and Application of Model Test System for Reconstruction and Expansion of Existing Shallow Single-Hole Tunnel into Twin-Arch Tunnel
    Jia, Yanling
    Ouyang, Aohui
    Wang, Siyu
    Liang, Xing
    Wang, Bin
    Liu, Chang
    Ye, Fei
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [6] Analysis of the Influence of Pile-Raft Foundation Reinforcement on an Adjacent Existing Line Foundation
    Zuo, Shen
    Zuo, Xianglong
    Li, Jin
    Liu, Peng
    Cui, Xinzhuang
    APPLIED SCIENCES-BASEL, 2023, 13 (05):
  • [7] Influence of construction and operation of pile foundation of overpass on existing tunnels
    Lu, Ping
    Zheng, Gang
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2013, 35 (SUPPL.2): : 923 - 927
  • [8] Analysis of effects on city metro tunnel due to adjacent pile foundation construction
    Hangzhou Xiaoshan Urban Construction Investment Group Co., Ltd, Hangzhou
    Zhejiang
    311202, China
    不详
    Zhejiang
    310012, China
    Rock Soil Mech, (577-582): : 577 - 582
  • [9] Analysis of additional load on adjacent pile foundation induced by double-o-tube shield tunnel construction
    Wei, Xin-Jiang
    Hong, Jie
    Wei, Gang
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (03): : 783 - 790
  • [10] Analysis of additional load on adjacent pile foundation induced by double-o-tube shield tunnel construction
    Wei Xin-jiang
    Hong Jie
    Wei Gang
    ROCK AND SOIL MECHANICS, 2013, 34 (03) : 783 - 790