Simultaneous Effects of Joint Spacing and Orientation on TBM Cutting Efficiency in Jointed Rock Masses

被引:109
作者
Bejari, Hadi [1 ]
Hamidi, Jafar Khademi [2 ]
机构
[1] Univ Sistan & Baluchestan, Dept Min Engn, Zahedan, Iran
[2] Tarbiat Modares Univ, Min Engn Dept, Fac Engn, Tehran, Iran
关键词
TBM cutting efficiency; Joint orientation; Joint spacing; Numerical modeling; Alborz tunnel; NUMERICAL-SIMULATION; PREDICTION MODEL; PERFORMANCE; FRAGMENTATION;
D O I
10.1007/s00603-012-0314-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Rock mass parameters including weak surfaces are the most important parameters which should be taken into account for an accurate analysis of the rock penetration by disc cutters. To date, many experimental, theoretical, and numerical simulation-based researches have been carried out on the interaction of TBM disc cutter performance and joint spacing and orientation. In this study, the simultaneous effects of joint spacing and orientation on rock indentation and fragmentation process by two TBM disc cutters are investigated by using the discrete element method (DEM). To do this, three intervals of joint spacing together with seven representative values of joint orientation are taken into consideration. Based on the results of geological site investigations, the main lithological units through which the tunnel was driven consist of sandstone, tuff, gypsum, shale, and limestone layers.
引用
收藏
页码:897 / 907
页数:11
相关论文
共 32 条
  • [1] [Anonymous], 2000, TBM TUNNELING JOINTE
  • [2] Ataei M, 2008, P 26 S GEOSC TEHR IR, P121
  • [3] Bejari H., 2011, Mining Science and Technology (China), V21, P507
  • [4] Bejari H, 2008, THESIS SHAHROOD U TE
  • [5] Bruland A., 1998, HARD ROCK TUNNEL BOR
  • [6] Study of various models for estimation of penetration rate of hard rock TBMs
    Farrokh, Ebrahim
    Rostami, Jamal
    Laughton, Chris
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2012, 30 : 110 - 123
  • [7] Numerical modelling of the effects of joint spacing on rock fragmentation by TBM cutters
    Gong, QM
    Jiao, YY
    Zhao, J
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2006, 21 (01) : 46 - 55
  • [8] Numerical modeling of the effects of joint orientation on rock fragmentation by TBM cutters
    Gong, QM
    Zhao, J
    Jiao, YY
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2005, 20 (02) : 183 - 191
  • [9] Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system
    Hamidi, Jafar Khademi
    Shahriar, Kourosh
    Rezai, Bahram
    Rostami, Jamal
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2010, 25 (04) : 333 - 345
  • [10] A new hard rock TBM performance prediction model for project planning
    Hassanpour, J.
    Rostami, J.
    Zhao, J.
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2011, 26 (05) : 595 - 603