• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
Chen Xiangzhen, Wang Zhiming. Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(5): 59-65.
Citation: Chen Xiangzhen, Wang Zhiming. Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(5): 59-65.

Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station

More Information
  • Published Date: September 26, 1985
  • A KDY-130 borehole multi-extensometer developed recently was briefly introduced; and its application on measuring the deformation of surrounding rock of diversion tunnel in Lubuge Hydraulic Power Station is described. It is proved that the ex-tensometer has advantages in its reliability, high sensitivity, anti-vibration and remote measuring; the apparatus can be used for determining the changes of the deformation with the depths and rheology properties of surrounding rocks as well as the space effects of excavation working faces of tunnels.By analyzing the data measured, the deformation bahavior of surrounding rock has been found out, after comparing them with those in literatures and with some theo retical results the reliability of the testing results has been examined.
  • Related Articles

    [1]ZHOU Zhi-fang, LI Si-jia, WANG Zhe, GUO Qiao-na, SHI An-chi, CHEN Meng, SHEN Qi. Determination of nonlinear permeability parameters for shear zones in Baihetan Hydropower Station by in-situ tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 430-437. DOI: 10.11779/CJGE202003004
    [2]FENG Shu-rong, ZHAO Hai-bin, JIANG Zhong-ming, ZENG Xiang-xi. Experimental study on seepage failure characteristics of broken rock mass in dam foundation at left bank of Xiangjiaba Hydropower Project[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 600-605.
    [3]Deformation response of high-order slope excavation of a large hydroelectric station in China[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
    [4]QI Junxiu, WANG Lianjie, LIU Fengcheng, WANG Wei, DONG Cheng. Back analysis and prediction for displacement of surrounding rock around model tunnel of a powerstation[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1205-1210.
    [5]LI Ning, ZHU Yunming, XIE Dingyi, GUO Zengyu. Research on the tunneling methods in saturated loess[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(6): 639-642.
    [6]Lee C.F., Yuan Yong. Pseudo analytic Solution to Random Displacement Field Around a Lined Circular Opening[J]. Chinese Journal of Geotechnical Engineering, 1997, 19(2): 26-34.
    [7]Yang Linde, Zhu Hehua, He Yuren, Qu Jinming. Deformation Back Analysis of Test Tunnel of Tianhuangping Pumped Storage Project[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(2): 37-43.
    [8]Ma Qichao, Wang Baolin. Research on Ground Stress Field of Rock Masses by Feedback of In-Situ Displacements Measurement[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(3): 10-21.
    [9]Wang Jingtao, Huang Mingchang, Xiao Chunxi. Three-dimensional Boundary Element Analysis of Ertan Hydroelectric Underground Powerhouse[J]. Chinese Journal of Geotechnical Engineering, 1986, 8(2): 54-62.
    [10]Li Xiesheng. Treatment of the Engineering Geologic Problems in the Underground Hydroelectric Power Plant of the Fishermans' Creek Ⅰ[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(2): 107-118.

Catalog

    Article views (1512) PDF downloads (228) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return