Monitoring of freezing shaft sinking in ultra-deep alluvium of Guotun Coal Mines

被引:0
|
作者
Song, Lei [1 ]
Yang, Wei-Hao [1 ]
Li, Hai-Peng [1 ]
机构
[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, School of Architecture and Civil Engineering, China University of Mining and Technology, Jiangsu Xuzhou 221008, China
关键词
Rock mechanics - Mine shafts - Coal mines - Safety engineering - Soil mechanics;
D O I
暂无
中图分类号
学科分类号
摘要
The freezing alluvium depth of main shaft of Guotun Mine is 587.5 m, which is the deepest of the world. In order to guarantee the safety of the frozen wall and the shaft wall and achieve rapid construction in the process of shaft sinking, we studied the informatization construction technology. The temperature, shaft load and deformation of completed outer shaft wall were monitored so as to grasp the changing rules of radial load, reinforcement stress, and concrete strain, of the deep shaft. On this basis, the evaluation on safety of the frozen wall and the shaft wall provides a scientific proof for engineering decision in the process of shaft sinking. The findings show that radial load of outer shaft wall is decided by alluvium depth, soil specialty, freezing condition, and shaft wall structure, etc. The results is of practical significance for shaft construction in deep alluvium, and accumulate materials for the deep(freezing) soil mechanics study.
引用
收藏
页码:19 / 23
相关论文
共 50 条
  • [1] Temperature measurement of outer shaft wall during freezing sinking in deep alluvium
    School of Architecture and Civil Engineering, China University of Mining and Technology, Xuzhou 221008, China
    Zhongguo Kuangye Daxue Xuebao, 2006, 4 (468-472):
  • [2] Mechanical properties of a self-walking sinking platform for ultra-deep shaft sinking
    School of Mechanics and Civil Engineering, State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, China
    Electron. J. Geotech. Eng., 18 (10995-11006):
  • [3] Study on concrete strain of inclined shaft lining in deep alluvium during freezing sinking period
    Wang Q.
    Yang W.
    Wang Y.
    Yang, Weihao (whyang@vip.sina.com), 1600, China University of Mining and Technology (33): : 655 - 661
  • [4] Ultra-deep shaft construction
    Kirkbride, Mark
    Stringer, Nigel
    Tunnels and Tunnelling International, 2002, 34 (06): : 38 - 40
  • [5] An Underground Air-Route Temperature Prediction Model for Ultra-Deep Coal Mines
    Zhu, Shuai
    Wu, Shiyue
    Cheng, Jianwei
    Li, Siyuan
    Li, Mingming
    MINERALS, 2015, 5 (03): : 527 - 545
  • [6] Modern cooling strategies for ultra-deep hydropower mines
    du Plessis, J. J. L.
    Scott, D.
    Moorcroft, H. E. S.
    Eighth International Mine Ventilation Congress, 2005, 2005 (06): : 29 - 34
  • [7] Application of staggered freezing method to shaft sinking in Jining No 3 coal mine
    Peng, LH
    Su, LF
    GROUND FREEZING 97: FROST ACTION IN SOILS, 1997, : 519 - 523
  • [8] The Applications of Dynamic Grouting Technology in Ultra-deep Shaft Wall
    Zhang, Bin
    Pan, Yongchao
    Qin, Qingxin
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 209 - 213
  • [9] In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium
    Wang, Yan-Sen
    Xue, Li-Bing
    Cheng, Jian-Ping
    Han, Tao
    Li, Jin-Hua
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2009, 31 (02): : 207 - 212
  • [10] Finite-element Calculation for Thermal Stresses of Concrete Lining in Deep Alluvium Freezing Shaft
    Li, Mingjing
    Cheng, Hue
    Rong, Chuanxin
    SUSTAINABLE DEVELOPMENT OF URBAN ENVIRONMENT AND BUILDING MATERIAL, PTS 1-4, 2012, 374-377 : 2509 - +