Evaluation of the loosened zone on excavation of the large underground rock cavern

被引:0
|
作者
Maejima, T [1 ]
Morioka, H [1 ]
Mori, T [1 ]
Aoki, K [1 ]
机构
[1] Tokyo Elect Power Co Ltd, Tokyo, Japan
来源
MODERN TUNNELING SCIENCE AND TECHNOLOGY, VOLS I AND II | 2001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
When excavating large-scale underground caverns such as an underground pumped-storage power plant, in order to ensure the stability of the cavern and optimize the support system, the observational construction technique is used. Measurement data during construction are quickly processed and fed back to the construction at this site. In carrying out this technique accurately, it is important to evaluate precisely the conditions of the loosened zone around the cavern during excavation by monitoring, and to correctly predict the subsequent behavior of it by numerical analysis. This paper reports the measurement and analysis technology used at the Kan-nagawa power station and the observational construction technique.
引用
收藏
页码:1033 / 1038
页数:6
相关论文
共 50 条
  • [31] Excavation loosened zone and mechanical behaviors of rock mass of lock's high slope of TGP
    Xia, Xilun
    Zhou, Huoming
    Sheng, Qian
    Xiao, Guoqiang
    Changjiang Kexueyuan Yuanbao/ Journal of Yangtze River Scientific Research Institute, 16 (04): : 1 - 5
  • [32] Stability analysis of surrounding rock of large underground powerhouse cavern group
    School of Water Resources and Hydropower, Wuhan University, Wuhan 430072, China
    不详
    不详
    Yanshilixue Yu Gongcheng Xuebao, 2008, SUPPL. (2864-2872):
  • [33] Intelligent loop recognition of rock parameter for large underground hydraulic cavern
    Jiang, Q.
    Cui, J.
    Feng, X. T.
    Chen, D. F.
    Hao, X. J.
    ROCK CHARACTERISATION, MODELLING AND ENGINEERING DESIGN METHODS, 2013, : 155 - 160
  • [34] Numerical Simulation of the Stability of Rock Mass around Large Underground Cavern
    Dang Van Kien
    Do Ngoc Anh
    Do Ngoc Thai
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2022, 8 (01): : 81 - 91
  • [35] Soil-water coupled numerical simulation on underground cavern excavation in soft rock ground
    Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
    Zhejiang Daxue Xuebao (Gongxue Ban), 2012, 5 (785-790):
  • [36] In situ observation of spalling process of intact rock mass at large cavern excavation
    Liu, Guofeng
    Feng, Xia-Ting
    Jiang, Quan
    Yao, Zhibin
    Li, Shaojun
    ENGINEERING GEOLOGY, 2017, 226 : 52 - 69
  • [37] Analysis of Structural Characteristics of Underground Cavern Group by Simulating All Cavern Excavation
    Hu, Shaopei
    Su, Chao
    Zhang, Heng
    Cao, Enhua
    Yuan, Rongyao
    Xu, Yunquan
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [38] Research on key technologies of large cavern groups excavation of underground nuclear power plants
    Su L.
    Liu L.
    Li F.
    Zhang Z.
    Sui H.
    Zhu Y.
    Hedongli Gongcheng/Nuclear Power Engineering, 2016, 37 (05): : 156 - 160
  • [39] Evaluation of underground cavern rock quality based on uncertainty measure theory
    Tang Hai
    Wan Wen
    Liu Jin-hai
    ROCK AND SOIL MECHANICS, 2011, 32 (04) : 1181 - 1185
  • [40] Stability Analysis of Underground Storage Cavern Excavation in Singapore
    Winn, Kar
    Ng, Melvin
    Wong, Louis Ngai Yuen
    ISRM EUROPEAN ROCK MECHANICS SYMPOSIUM EUROCK 2017, 2017, 191 : 1040 - 1047