Study on Rock Bolt Reinforcement for a Gravity Dam Foundation

被引:0
|
作者
S. H. Chen
Z. M. Yang
W. M. Wang
I. Shahrour
机构
[1] Wuhan University,The State Key Laboratory of Water Resources and Hydropower Engineering Science
[2] Hunan Province Hydro-Power Design Institute,Laboratoire Genie Civil et geo
[3] Lille University of Science and Technology,Environnement (LGCgE)
来源
关键词
Gravity dam; Rock foundation; Stability; Bolt reinforcement;
D O I
暂无
中图分类号
学科分类号
摘要
In this article, the rock bolt reinforcement mechanism is discussed, and the gravity method as well as the finite element method for the bolted rock is presented. These methods are applied to study the gravity dam foundation of the Xiaoxi Hydropower Project, which is influenced by the presence of a large fault with a cracked zone over 180 m wide. Rock bolt reinforcement was used to improve the stability of the dam foundation, and the reinforcement parameters were determined from a semi-empirical equation controlled by in situ test. The stability analysis was conducted using the above methods, and the improvement in terms of deformation and stress as well as stability of the dam foundation due to the reinforcement is assessed. Rock bolt reinforcement was completed successfully, and the dam started normal operations in January 2008.
引用
收藏
页码:75 / 87
页数:12
相关论文
共 50 条
  • [22] Rock mass properties and their suitability as a foundation for a rolled compacted concrete gravity dam: case study of Beni Haroun dam (Mila, NE Algeria)
    Hamza Kebab
    Abederrahmane Boumezbeur
    Patrice Rivard
    Bulletin of Engineering Geology and the Environment, 2021, 80 : 1729 - 1743
  • [23] Rock mass properties and their suitability as a foundation for a rolled compacted concrete gravity dam: case study of Beni Haroun dam (Mila, NE Algeria)
    Kebab, Hamza
    Boumezbeur, Abederrahmane
    Rivard, Patrice
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (02) : 1729 - 1743
  • [24] Numerical study on reinforcement effect of cable bolt in discontinuous rock mass
    Kinashi, H
    Amano, S
    Tsuchihara, H
    Yoshioka, H
    Michihiro, K
    ENVIRONMENTAL AND SAFETY CONCERNS IN UNDERGROUND CONSTRUCTION, VOLS, 1 AND 2, 1997, : 553 - 558
  • [25] ROCK FOUNDATION CHARACTERISTICS AND DAM DESIGN
    VARSHNEY, RS
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1972, 9 (05): : 645 - &
  • [26] Interaction of a Masonry Dam and the Rock Foundation
    Walter Wittke
    Martin Wittke
    Johannes R. Kiehl
    Geotechnical and Geological Engineering, 2012, 30 (3) : 581 - 601
  • [27] Interaction of a Masonry Dam and the Rock Foundation
    Wittke, Walter
    Wittke, Martin
    Kiehl, Johannes
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2012, 30 (03) : 581 - 601
  • [28] ROCK MASS RELAXATION MECHANISM AND REINFORCEMENT METHOD OF FOUNDATION EXCAVATION OF SUPER HIGH ARCH DAM
    Lin, Peng
    Li, Zi-Cang
    Jin, Jin-Xie
    Yang, Qiang
    Zhou, Wei-Yuan
    CONTROLLING SEISMIC HAZARD AND SUSTAINABLE DEVELOPMENT OF DEEP MINES: 7TH INTERNATIONAL SYMPOSIUM ON ROCKBURST AND SEISMICITY IN MINES (RASIM7), VOL 1 AND 2, 2009, : 229 - 234
  • [29] Numerical research on the progressive failure of gravity dam foundation rock mass based on damage theory
    Ren, Qing-Wen
    Liu, Shuang
    Chen, Jun-Peng
    Zhou, Chen-Lu
    Shuili Xuebao/Journal of Hydraulic Engineering, 2014, 45 (01): : 1 - 9
  • [30] EARTHQUAKE ANALYSIS OF CONCRETE GRAVITY DAMS INCLUDING DAM-WATER-FOUNDATION ROCK INTERACTION
    CHOPRA, AK
    CHAKRABARTI, P
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1981, 9 (04): : 363 - 383