A rock-lining interaction formula for concrete lining designs of pressure tunnels

被引：0
|
作者：
Chen, WP [1 ]
机构：
[1] Sverdrup Civil Inc, Boston, MA USA
来源：
COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2 | 1997年
关键词：
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
This paper presents a rock-lining interaction formula for concrete lining designs of pressure tunnels. This formula is derived from the formulation by Kruse (1970). Geotechnical parameters in this derivation include the deformation modulus of the disturbed rock adjacent to tunnel excavation, as well as that of the intact rock out of the tunnel excavation influence zone. Comparisons and discussions are made between the presented and the U.S. Army Corps of Engineering's (1978) formulations. Practical design considerations and a numerical algorithm, based on the derived formulation, are given.
引用
收藏
页码：1297 / 1302
页数：6
相关论文
共 50 条
  • [1] Study of Rock-Lining Interaction for Circular Tunnels Using Finite Element Analysis
    Elsayed, A. A.
    JORDAN JOURNAL OF CIVIL ENGINEERING, 2011, 5 (01) : 50 - 64
  • [2] Hydraulic-mechanical interaction of pervious concrete lining considering lining cracking in pressure tunnels
    Jin, Junchao
    Jing, Laihong
    Song, Zhiyu
    Su, Kai
    Yang, Fengwei
    Zhai, Yafei
    INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2025, 173
  • [3] Capacity-spectrum push-over analysis of rock-lining interaction model for seismic evaluation of tunnels
    Majidian, Sina
    Tapkin, Serkan
    Tercan, Emre
    EARTHQUAKES AND STRUCTURES, 2024, 26 (05) : 327 - 336
  • [4] Hydro-mechanical interaction analysis of reinforced concrete lining in pressure tunnels
    Dadashi, E.
    Noorzad, A.
    Shahriar, K.
    Goshtasbi, K.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 69 : 125 - 132
  • [5] Theoretical and Numerical Studies of Rock-Support Interaction by Considering Imperfect Rock-Lining Interface
    Ren, Mingyang
    Wu, Xuyang
    Pan, Junkui
    Liu, Heng
    Li, Ningjing
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2023, 41 (03) : 1741 - 1762
  • [6] Theoretical and Numerical Studies of Rock-Support Interaction by Considering Imperfect Rock-Lining Interface
    Mingyang Ren
    Xuyang Wu
    Junkui Pan
    Heng Liu
    Ningjing Li
    Geotechnical and Geological Engineering, 2023, 41 : 1741 - 1762
  • [7] Lining designs for Norwegian road tunnels
    Gronhaug, A
    CHALLENGES FOR THE 21ST CENTURY, VOL I: INVESTIGATIONS, PLANNING AND DESIGN/UNDERGROUND SPACE USE/SUPPORT AND LINING OF TUNNELS, 1999, : 347 - 353
  • [8] Study on Coordinated Deformation Failure Mechanism and Strength Prediction Model of Rock-lining Concrete
    Hu, Anlong
    Sun, Yalu
    Wei, Yong
    Shang, Zhipeng
    Wang, Xiaoping
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2024, 68 (03): : 731 - 741
  • [9] An optimal method to design reinforced concrete lining of pressure tunnels
    Dadashi, E.
    Noorzad, A.
    Shahriar, K.
    Goshtasbi, K.
    JOURNAL OF MINING AND ENVIRONMENT, 2018, 9 (04): : 829 - 837
  • [10] Optimum designs of influence factors for the corrosion resistance of concrete lining for underground tunnels
    Hu, Hongmei
    Ma, Baoguo
    Qian, Gang
    Kuei Suan Jen Hsueh Pao/ Journal of the Chinese Ceramic Society, 2008, 36 (01): : 99 - 104
12345