Special formwork for hydraulic tunnel lining with application of HDPE membrane

被引:0
作者
Bertino, E. [1 ]
机构
[1] CIFA SpA, Senago, Italy
来源
UNDERGROUND - THE WAY TO THE FUTURE | 2013年
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To meet the growing necessity of the metropolitan and touristic area of Abu Dhabi, during the year 2008 ADSSC has started the STEP project (Strategic Tunnel Enhancement Programme), which will be completed in the year 2015. For the two key parts of the project T-02 (15 km 5.0 m final diameter tunnel) and T-03 (10.5 km 5.5 m final diameter tunnel) both awarded to the contractor Impregilo S. p. A., CIFA has designed and constructed 12 special tunnel steel forms for the loading and traction of the special membrane HDPE (High Density PolyEthylene). This membrane shall be installed before the pouring and integrated with the final lining surface, which has to guarantee over 80 years of useful life of the project under extremely heavy conditions of corrosion. The steel forms shall be used in two equipment units of 12 m for each one of the 6 working fronts of T-02. The keeping of the times for the different working fronts has required the supply of 20 concrete agitators CIFA TRAINMIX of 10 cu.m., as well as 7 portable concrete pumps CIFA CP506/309/E6 on bogie.
引用
收藏
页码:1949 / 1956
页数:8
相关论文
共 50 条
  • [21] Application of GV3 in tunnel lining detection
    Xu, Hui
    Chang, Yanjun
    Tao, Xilin
    NEAR-SURFACE GEOPHYSICS AND GEOHAZARDS - PROCEEDINGS OF THE 4TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL AND ENGINEERING GEOPHYSICS, VOLS 1 AND 2, 2010, : 700 - 706
  • [22] 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
  • [23] Research on Stress Monitoring Index of Hydraulic Tunnel Lining Based on Numerical Simulation
    Zhu, Junwen
    Wang, Zhaosheng
    Li, Dandan
    2020 6TH INTERNATIONAL CONFERENCE ON ADVANCES IN ENERGY, ENVIRONMENT AND CHEMICAL ENGINEERING, PTS 1-5, 2020, 546
  • [24] 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
  • [25] Seepage Field of Tunnel and Hydraulic Load on Lining Subjected to High Water Pressure
    Li, Yong-Long
    Wang, Hai-Yan
    Zhang, Hi-Qiang
    INTERNATIONAL CONFERENCE ON MECHANICS, BUILDING MATERIAL AND CIVIL ENGINEERING (MBMCE 2015), 2015, : 650 - 654
  • [26] Reliability Analysis of Lining Stability for Hydraulic Tunnel under Internal Water Pressure
    Wang Shuren
    Chang Mengshi
    DISASTER ADVANCES, 2012, 5 (04): : 166 - 170
  • [27] A method to estimate concrete hydraulic conductivity of underground tunnel to assess lining degradation
    Bagnoli, Paola
    Bonfanti, Mirko
    Della Vecchia, Gabriele
    Lualdi, Maurizio
    Sgambi, Luca
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 50 : 415 - 423
  • [28] Hydro-mechanical interaction of reinforced concrete lining in hydraulic pressure tunnel
    Wu, He-Gao
    Zhou, Li
    Su, Kai
    Zhou, Ya-Feng
    Wen, Xi-Yu
    STRUCTURAL ENGINEERING AND MECHANICS, 2019, 71 (06) : 699 - 712
  • [29] Simple method to assess tunnel lining stability and its application
    Hisatake, Masayasu
    Murakami, Joji
    Toki, Teruo
    Murakami, Toshio
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1994, (505 pt 3-29): : 249 - 256
  • [30] Application of Ground Penetrating Radar for Quality Detection of Tunnel Lining
    Wang, Fang
    He, Shaohui
    Liu, Jun
    Qi, Falin
    FRONTIERS OF MANUFACTURING SCIENCE AND MEASURING TECHNOLOGY II, PTS 1 AND 2, 2012, 503-504 : 1655 - +