Study on the bearing capacity of embedded chute on shield tunnel segment

被引：0
|
作者：
Zhang Fanzhen [1 ]
Bu Jie [1 ]
Su Zhibo [1 ]
Hu Qigao [1 ]
机构：
[1] Coll Basic Educ, Dept Civil Engn, Fuyuan Rd 1, Changsha, Hunan, Peoples R China
来源：
2018 2ND INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2018) | 2018年 / 153卷
关键词：
D O I：
10.1088/1755-1315/153/5/052050
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
The method of perforation and steel implantation is often used to fix and install pipeline, cables and other facilities in the shield tunnel, which would inevitably do damage to the precast segments. In order to reduce the damage and the resulting safety and durability problems, embedded chute was set at the equipment installation in one shield tunnel. Finite element models of segment concrete and steel are established in this paper. When water-soil pressure calculated separately and calculated together, the mechanical property of segment is studied. The bearing capacity and deformation of segment are analysed before and after embedding the chute. Research results provide a reference for similar shield tunnel segment engineering.
引用
收藏
页数：5
相关论文
共 50 条
  • [1] Bearing Capacity Evaluation Method for Segment Lining Structure of Shield Tunnel
    Zhang L.
    Feng K.
    Liang X.
    Lian Z.
    Liu Y.
    Zhang J.
    Tongji Daxue Xuebao/Journal of Tongji University, 2023, 51 (09): : 1334 - 1343
  • [2] Investigation of the Deformation Characteristics and Bearing Capacity of a Segment Structure of a Shield Tunnel with Cracks
    Chuankun Liu
    Shimin Wang
    Wenqi Guo
    Fan Chen
    Junbo Zhang
    Chuan He
    KSCE Journal of Civil Engineering, 2022, 26 : 381 - 393
  • [3] Investigation of the Deformation Characteristics and Bearing Capacity of a Segment Structure of a Shield Tunnel with Cracks
    Liu, Chuankun
    Wang, Shimin
    Guo, Wenqi
    Chen, Fan
    Zhang, Junbo
    He, Chuan
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (01) : 381 - 393
  • [4] Study on ultimate bearing capacity of shield tunnel based on damage model of concrete
    Shi C.
    Wang Z.
    Liu J.
    Lei M.
    Peng L.
    Peng Z.
    Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology), 2022, 53 (11): : 4310 - 4325
  • [5] Experimental study on the ultimate shear bearing capacity of segment joint in shield tunnel with large quasi-rectangular cross-section
    Gong, Yifan
    Ding, Wenqi
    Gong, Chenjie
    Jiang, Hong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2019, 52 (11): : 120 - 128
  • [6] Theoretical Analysis of Bearing Capacity for Shield Tunnel Reinforcement Structure
    She, Caigao
    Zhang, Bolin
    Zheng, Jun
    Li, Xiaoxin
    6TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING, 2020, 455
  • [7] Experimental study on ultimate bearing capacity of shield tunnel segments under unloading conditions
    Zhang, K. P.
    Zhang, X. H.
    Zhang, Q.
    Pei, Z. C.
    Qi, L. Z.
    PROCEEDINGS OF THE ITA-AITES WORLD TUNNEL CONGRESS 2023, WTC 2023: Expanding Underground-Knowledge and Passion to Make a Positive Impact on the World, 2023, : 3343 - 3350
  • [8] Study on Harbin Metro Shield Tunnel Segment and the Deformation of Tunnel Rock
    Yang, Yue
    Chen, Xiaoguo
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING II, PTS 1-4, 2013, 405-408 : 1297 - +
  • [9] Ultimate bearing capacity of shield segment structures considering ovality imperfection
    Wang Z.
    Ding Z.
    Zhang X.
    Zhou Q.-H.
    Zhang C.-Q.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2022, 56 (11): : 2290 - 2302
  • [10] Study on stability of segment lining structure for shield tunnel
    Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu
    Sichuan
    610031, China
    Zongguo Gonglu Xuebao, 6 (74-81): : 74 - 81
12345