Study on displacement measurement methods in geomechanical model testing of an underground cavern group for hydropower station

被引:0
|
作者
Zhang, Qian-Bing [1 ]
Zhu, Wei-Shen [1 ]
Sun, Lin-Feng [1 ]
Zhang, Lei [1 ]
机构
[1] Shandong University, Jinan 250061, China
来源
关键词
Hydroelectric power plants - Rocks - Caves - Fiber Bragg gratings - Geomechanics - Hydroelectric power - Rock mechanics;
D O I
暂无
中图分类号
学科分类号
摘要
Taking the Shuangjiangkou Hydropower Station as a prototype, geomechanical model test was conducted to investigate the stability of an underground cavern group. To measure small displacements in the surrounding rock masses, a digital photogrammetric technique, displacement sensing bars using Fiber Bragg Grating (FBG) technology, and mini multi-point extensometers with high-precision grating scales were developed for measuring deformation. The variation process and curves of the law of displacements in the surrounding rock masses and at key points in the side walls can be obtained. The results show that the research and application of displacement measurement methods used in the geomechanical model test have achieved statisfactory results.
引用
收藏
页码:1087 / 1093
相关论文
共 50 条
  • [31] Study on Vibration Transmission among Units in Underground Powerhouse of a Hydropower Station
    Lian, Jijian
    Wang, Hongzhen
    Wang, Haijun
    ENERGIES, 2018, 11 (11)
  • [32] Study on intake vortex characteristics of the Three Gorges underground hydropower station
    Duan, Wengan
    Jin, Feng
    Yang, Wenjun
    Chen, Duan
    Shuili Fadian Xuebao/Journal of Hydroelectric Engineering, 2010, 29 (02): : 177 - 182
  • [33] Stability analysis and considerations of underground powerhouse caverns group of Jinping i hydropower station
    State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University, Beijing 100084, China
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2009, 11 (2167-2175):
  • [34] Prediction method of rock spalling risk in large underground cavern excavation based on Bayesian network: A case study from the Baihetan hydropower station, China
    Liu, Guo-Feng
    Liu, Zhi-Qiang
    Xu, Ding-Ping
    Jiang, Quan
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2025, 158
  • [35] Estimation of Modulus of Deformation by Different Methods for an Underground Cavern—A Case Study
    H. V. Sekar Bellapu
    Rabindra Kumar Sinha
    S. R. Naik
    Indian Geotechnical Journal, 2023, 53 : 644 - 650
  • [36] Study of integration intelligence for constringency displacement analyzing of large cavern group
    Jiang, Annan
    Feng, Xiating
    Gao, Wei
    Ru, Zhongliang
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2002, 21 (SUPPL.): : 2501 - 2505
  • [37] Construction and monitoring study of large underground powerhouse caverns of Xiangjiaba Hydropower Station
    Fan, Qixiang
    Liu, Yiyong
    Wang, Yi
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (04): : 666 - 676
  • [38] Reduced-scale model study of ventilation for large space of generatrix floor in HOHHOT underground hydropower station
    Li, Angui
    Liu, Zhijian
    Zhang, Jianfei
    Wang, Jianming
    ENERGY AND BUILDINGS, 2011, 43 (04) : 1003 - 1010
  • [39] Comparative study on tunnel blast-induced vibration for the underground cavern group
    Yaxiong Peng
    Guangjin Liu
    Li Wu
    Qingjun Zuo
    Yunsi Liu
    Chao Zhang
    Environmental Earth Sciences, 2021, 80
  • [40] Comparative study on tunnel blast-induced vibration for the underground cavern group
    Peng, Yaxiong
    Liu, Guangjin
    Wu, Li
    Zuo, Qingjun
    Liu, Yunsi
    Zhang, Chao
    ENVIRONMENTAL EARTH SCIENCES, 2021, 80 (02)