Numerical Analysis of Lining Temperature Field of Hydraulic Tunnel under the Highway

被引：0
作者：
Jia, Xiaoyun [1 ,2 ]
Lin, Baolong [3 ]
机构：
[1] Sothewest Jiaotong Univ, Sch Civil Engn, Chengdu, Peoples R China
[2] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
[3] Shijiazhuang Inst Railway Technol, Shijiazhuang, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
The South to North Water Transfer Project; Hydraulic Tunnel; Crack Controlling; Temperature Field; Numerical Analysis;
D O I：
10.4028/www.scientific.net/AMR.163-167.1505
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the geological conditions of culvert of the South to North Water Transfer Project, lining temperature field of hydraulic tunnel for crack control is simulated by finite element software-ANSYS. According to numerical analysis results of lining temperature field, considering terrain condition, structural characteristics and climate, some engineering measures are taken during construction. Internal temperature of concrete is controlled effectively, concrete crack caused by temperature changes is solved successfully, and construction quality is assured. The difference of measuring data in-situ and calculating data is very small, which illustrate that calculated model is correct and parameters are reasonable. The results can act as reference for the design and construction of similar projects later.
引用
收藏
页码：1505 / +
页数：2
相关论文
共 50 条
  • [11] Numerical Analysis of Highway Tunnel Fire under Semi-Transverse and Transverse Ventilation Systems
    Xue, Bin
    Pei, Jianzhong
    Zhang, Jiupeng
    Li, Yanwei
    Li, Rui
    Zhou, Linghao
    TRANSPORTATION RESEARCH CONGRESS 2016: INNOVATIONS IN TRANSPORTATION RESEARCH INFRASTRUCTURE: PROCEEDINGS OF THE TRANSPORTATION RESEARCH CONGRESS 2016, 2018, : 604 - 613
  • [12] Numerical analysis of effects of pipe cooling on temperature field and stress field of immersed tunnel
    1600, Editorial By Modern Tunnelling Technology, China (51): : 246 - 251
  • [13] Bearing capacity analysis of hydraulic tunnel lining based on the Interface improved algorithm
    Zuo S.
    Fu L.
    Chen S.
    Wu D.
    Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2022, 50 (01): : 99 - 104
  • [14] Reliability Analysis of Hydraulic Tunnel Lining Structure with Stochastic Finite Elements Method
    Liu, Donghai
    Zheng, Jiang
    Li, Zilong
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 3267 - 3273
  • [15] Numerical Analysis of Western Hills Highway Tunnel Excavation and Support
    Gan, Deq-qing
    Lu, Hong-jian
    Lu, Xiao-na
    Yang, Zhong-jian
    INFORMATION COMPUTING AND APPLICATIONS, 2011, 7030 : 41 - 47
  • [16] Experimental research on temperature field and structure performance under different lining water contents in road tunnel fire
    Lai, Hong-peng
    Wang, Shu-yong
    Xie, Yong-li
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 43 : 327 - 335
  • [17] Numerical Analysis of Wu-Yang Highway Tunnel Excavation and Support
    Lu Hong-Jian
    Gan De-Qing
    Yang Zhong-Jian
    Lu Xiao-Na
    INFORMATION COMPUTING AND APPLICATIONS, PT I, 2011, 243 : 532 - 538
  • [18] Research on deformation of surrounding rock and mechanical characteristics of lining of dolomitic limestone tunnel based on field measurement and numerical analysis
    Ding, Wenqi
    Zhu, Rongqing
    Tran, Xuancuong
    GEOTECHNICS FOR SUSTAINABLE INFRASTRUCTURE DEVELOPMENT, 2020, 62 : 329 - 336
  • [19] Experimental Study on the Carrying Capacity of Lining Structure of Hydraulic Tunnel
    Shen, Wei
    Xu, Shilang
    NATURAL RESOURCES AND SUSTAINABLE DEVELOPMENT, PTS 1-3, 2012, 361-363 : 1593 - 1597
  • [20] Numerical Analysis of Initial Support and Secondary Lining Contact Pressure of Phyllite Tunnel
    Xin-zhe, Li
    Geng-feng, Wang
    Xin-liang, Li
    Zhong-rong, Zhu
    BIOTECHNOLOGY, CHEMICAL AND MATERIALS ENGINEERING III, PTS 1 AND 2, 2014, 884-885 : 675 - +
12345