Empirical estimates of TBM performance in hard rock

被引:0
|
作者
Stevenson, GW [1 ]
机构
[1] Klohn Crippen Consultants Ltd, Vancouver, BC, Canada
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
Data from many case histories reporting tunnel boring machine penetration rates in rock with unconfined compressive strengths greater than 70 MPa (10,000 psi) are summarized. The case history data are useful for comparing estimated penetration rates with historic performance in similar rock types, particularly in granitic and metamorphic rocks. TBM exhibit higher penetration rates in sedimentary rocks than in granitic and metamorphic rocks. Data for the two groups of rocks are summarized separately.
引用
收藏
页码:993 / 1009
页数:17
相关论文
共 50 条
  • [1] CORRELATIONS BETWEEN TBM PERFORMANCE PARAMETERS IN HARD ROCK
    Park, Chulwhan
    Park, Chan
    Jeon, Seokwon
    ADVANCES IN UNDERGROUND SPACE DEVELOPMENT, 2013, : 991 - 1002
  • [2] TBM performance assessment of an exploratory tunnel in hard rock
    Rispoli, A.
    Ferrero, A. M.
    Cardu, M.
    Farinatti, A.
    GEOMECHANICS AND GEODYNAMICS OF ROCK MASSES (EUROCK2018), VOLS 1 AND 2, 2018, : 1287 - 1296
  • [3] Performance prediction of hard rock TBM using rock mass classification
    Shahriar, K.
    Sargheini, J.
    Hedayatzadeh, M.
    Hamidi, J. Khademi
    ROCK MECHANICS IN CIVIL AND ENVIRONMENTAL ENGINEERING, 2010, : 397 - 400
  • [4] Utilizing rock mass properties for predicting TBM performance in hard rock condition
    Yagiz, Saffet
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2008, 23 (03) : 326 - 339
  • [5] Performance Assessment of Hard Rock TBM and Rock Boreability Using Punch Penetration Test
    Jeong, Ho-Young
    Cho, Jung-Woo
    Jeon, Seokwon
    Rostami, Jamal
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (04) : 1517 - 1532
  • [6] Performance Assessment of Hard Rock TBM and Rock Boreability Using Punch Penetration Test
    Ho-Young Jeong
    Jung-Woo Cho
    Seokwon Jeon
    Jamal Rostami
    Rock Mechanics and Rock Engineering, 2016, 49 : 1517 - 1532
  • [7] Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system
    Hamidi, Jafar Khademi
    Shahriar, Kourosh
    Rezai, Bahram
    Rostami, Jamal
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2010, 25 (04) : 333 - 345
  • [8] A new hard rock TBM performance prediction model for project planning
    Hassanpour, J.
    Rostami, J.
    Zhao, J.
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2011, 26 (05) : 595 - 603
  • [9] Investigating the effect of discontinuity geometrical parameters on the TBM performance in hard rock
    Afrasiabi, Navid
    Rafiee, Ramin
    Noroozi, Mehdi
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 84 : 326 - 333
  • [10] Performance Predictions of Hard Rock TBM in Subcritical Cutter Load Conditions
    Dardashti, A.
    Ajalloeian, R.
    Rostami, J.
    Hassanpour, J.
    Salimi, A.
    ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (01) : 739 - 755