Reinforcing the Bridges in Tunnel Excavation Region by Using a Method Combining Jacking Superstructure and Grouting Substructure

被引:0
|
作者
Jin, Bao [1 ]
Liu, Yang [1 ]
机构
[1] Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China
关键词
Bridge engineering; tunnel engineering; bridge reinforcement; jack-up technique; grouting technique;
D O I
10.4028/www.scientific.net/AEF.5.162
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is crucial to alleviate the effect of construction of underground transportation on the safety of the bridges in tunnel excavation region since it is inevitable for the tunnel to go across the city viaduct. To solve above problem, a technique of bridge reinforcement was proposed, which combines the jacking superstructure of bridges and grouting substructure. With this technique, the uneven settlement of the bridge foundation could be controlled as well as the change of the upper structure of bridges could be limited in a reasonable interval. Finally, the effectiveness of proposed method is demonstrated by reinforcing a real bridge in the region of subway construction in Guangzhou, China.
引用
收藏
页码:162 / 166
页数:5
相关论文
共 50 条
  • [1] Small diameter tunnel excavation method using slurry pipe-jacking
    Shimada H.
    Khazaei S.
    Matsui K.
    Geotechnical & Geological Engineering, 2004, 22 (2) : 161 - 186
  • [2] Deck, Superstructure, and Substructure Deterioration Prediction for Bridges Using Deep Artificial Neural Networks
    Ali, Gasser
    Elsayegh, Amr
    Assaad, Rayan
    El-Adaway, Islam H.
    CONSTRUCTION RESEARCH CONGRESS 2020: COMPUTER APPLICATIONS, 2020, : 135 - 144
  • [3] FEM analysis by using substructure method for redistribution of stress of superstructure considering interaction
    Hu, Zhengzhou
    Yao, Wenjuan
    Zha, Zhilei
    PROCEEDINGS OF FIRST INTERNATIONAL CONFERENCE OF MODELLING AND SIMULATION, VOL III: MODELLING AND SIMULATION IN ELECTRONICS, COMPUTING, AND BIO-MEDICINE, 2008, : 161 - 165
  • [4] Three-dimensional limit analysis method for excavation surface stability of rectangular pipe jacking tunnel with large section
    Ding, Jiahao
    Peng, Limin
    Lei, Mingfeng
    Zhu, Licheng
    Tang, Zhihui
    Journal of Railway Science and Engineering, 2022, 19 (08) : 2369 - 2380
  • [5] Modeling of tunnel excavation using a hybrid DEM/BEM method
    Chen, SG
    Zhao, J
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2002, 17 (05) : 381 - 386
  • [6] The Pipe-Roof Grouting Method in the Tunnel Water-Rich Slice Excavation Reinforcement Effectiveness Research
    Zhao Licai
    COMPUTER-AIDED DESIGN, MANUFACTURING, MODELING AND SIMULATION III, 2014, 443 : 90 - 95
  • [7] Tunnel Portal Construction using Sequential Excavation Method: A Case Study
    Khan, Rana Muhammad Asad
    Emad, Zaka
    Jo, ByungWan
    6TH INTERNATIONAL CONFERENCE OF EURO ASIA CIVIL ENGINEERING FORUM (EACEF 2017), 2017, 138
  • [8] Evaluation of Hydraulic Jacking Mechanism during In Situ Rock Grouting Using a Strain Energy Release Rate Method
    Yazdani, Mohammad
    Majdi, Abbas
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2022, 22 (11)
  • [9] Simulation of tunnel excavation in fractured rock masses using extended finite element method
    Zhang, Y. L.
    Shi, M. M.
    ROCK MECHANICS: ACHIEVEMENTS AND AMBITIONS, 2012, : 429 - 434
  • [10] Lake Mead-Intake Tunnel No. 3 Pre-Excavation Grouting Challenges Using a High Pressure Slurry TBM
    Cimiotti, Claudio
    Bono, Roberto
    Fioravanti, Pietro
    GROUTING 2017: CASE HISTORIES, 2017, (287): : 325 - 337