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
  • [41] Numerical simulation of the temperature field within new type of monolayer freezing-shaft lining
    CHEN Xiaoxiang1
    International Journal of Mining Science and Technology, 2010, 20 (02) : 198 - 203
  • [42] Numerical analysis of influences caused by lining cracks on dynamic response of shield tunnel during metro operation
    Chen, Junsheng, 1600, Binary Information Press (11): : 3835 - 3846
  • [43] Prediction of tunnel lining forces and deformations using analytical and numerical solutions
    Zhao, Chenyang
    Lavasan, Arash Alimardani
    Barciaga, Thomas
    Kaemper, Christoph
    Mark, Peter
    Schanz, Tom
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 64 : 164 - 176
  • [44] Numerical Analysis on Temperature Field in a LED Module
    Du, Dongxing
    Li, Yingge
    Luo, Xiaobing
    ADVANCED POLYMER SCIENCE AND ENGINEERING, 2011, 221 : 604 - +
  • [45] Study on the Influence of Internal Water Pressure on the Internal Force of Circular Hydraulic Tunnel Lining
    Zhu, Yueyue
    Liu, Cheng
    APPLIED SCIENCES-BASEL, 2022, 12 (21):
  • [46] MODELING OF THE TEMPERATURE FIELD OF THE CASTING LADLE LINING
    Zabolotsky, A. V.
    JOURNAL OF ENGINEERING PHYSICS AND THERMOPHYSICS, 2011, 84 (02) : 342 - 347
  • [47] Analysis of Temperature Field of the tunnel surrounding rock in cold regions
    Zhang, Huimei
    Cao, Haibo
    Zhang, Mengjun
    MATERIALS PROCESSING AND MANUFACTURING III, PTS 1-4, 2013, 753-755 : 745 - 749
  • [48] Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading
    Pham, Van Vi
    Do, Ngoc Anh
    Osinski, Piotr
    Do, Ngoc Thai
    Dias, Daniel
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2024, 23 (04) : 845 - 862
  • [49] Simulation analysis of temperature field of wide subgradeof Qinghai-Tibet highway
    Tang, Tao
    Ma, Tao
    Huang, Xiaoming
    Liao, Gongyun
    Wang, Siqi
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2015, 45 (04): : 799 - 804
  • [50] Three-dimensional Numerical Computation for Temperature Field and Insulator of Cold Regions Tunnel
    Lai, Jinxing
    Liu, Chi
    Zhang, Guanglong
    FRONTIERS OF MANUFACTURING SCIENCE AND MEASURING TECHNOLOGY II, PTS 1 AND 2, 2012, 503-504 : 132 - 135
12345