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      KCI등재 SCIE SCOPUS

      Influence of TBM operational parameters on optimized penetration rate in schistose rocks, a case study: Golab tunnel Lot-1, Iran

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      https://www.riss.kr/link?id=A105910776

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      다국어 초록 (Multilingual Abstract)

      TBM penetration rate is a function of intact rock properties, rock mass conditions and TBM operational parameters. Machine rate of penetrationcan be predicted by knowledge of the ground conditions and its effects on machine performance. The variation ...

      TBM penetration rate is a function of intact rock properties, rock mass conditions and TBM operational parameters. Machine rate of penetrationcan be predicted by knowledge of the ground conditions and its effects on machine performance. The variation of TBM operational parameters such as penetration rate and thrust plays an important role in its performance. This study presents the results of the analysis on the TBM penetration rates in schistose rock types present along the alignment of Golab tunnel based on the analysis of a TBM performance database established for every stroke through different schistose rock types. The results of the analysis are compared to the results of some empirical and theoretical predictive models such as NTH and QTBM. Additional analysis was performed to find the optimum thrust and revolution per minute values for different schistose rock types.

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      참고문헌 (Reference)

      1 Yagiz, S., "Utilizing rock mass properties for predicting TBM performance in hard rock condition" Pamukkale University 2008

      2 Hughes, H.M., "The relative cuttability of coal measures rock" 3 : 95-109, 1986

      3 Barton, N., "TBM performance in rock using QTBM" 2000

      4 Sapigni, M., "TBM performance estimation using rock mass classifications" 39 : 771-788, 2002

      5 Barton, N., "TBM performance estimation in rock using QTBM" 31 (31): 41-48, 1999

      6 Hassanpour, J., "TBM performance analysis in pyroclastic rocks, a case history of Karaj Water Conveyance Tunnel (KWCT)" 43 (43): 427-445, 2009

      7 Bieniawski, Z.T., "TBM excitability prediction and machine and rock interaction" 2007

      8 Graham, P.C., "Rock exploration for machine manufacturers, in exploration for rock engineering" 1 : 1976

      9 Roxborugh, F.F., "Rock excavation by disc cutter" 12 : 361-366, 1975

      10 Palmstrom, A., "RMi a rock mass characterization system for rock engineering purposes" Olso University 1995

      1 Yagiz, S., "Utilizing rock mass properties for predicting TBM performance in hard rock condition" Pamukkale University 2008

      2 Hughes, H.M., "The relative cuttability of coal measures rock" 3 : 95-109, 1986

      3 Barton, N., "TBM performance in rock using QTBM" 2000

      4 Sapigni, M., "TBM performance estimation using rock mass classifications" 39 : 771-788, 2002

      5 Barton, N., "TBM performance estimation in rock using QTBM" 31 (31): 41-48, 1999

      6 Hassanpour, J., "TBM performance analysis in pyroclastic rocks, a case history of Karaj Water Conveyance Tunnel (KWCT)" 43 (43): 427-445, 2009

      7 Bieniawski, Z.T., "TBM excitability prediction and machine and rock interaction" 2007

      8 Graham, P.C., "Rock exploration for machine manufacturers, in exploration for rock engineering" 1 : 1976

      9 Roxborugh, F.F., "Rock excavation by disc cutter" 12 : 361-366, 1975

      10 Palmstrom, A., "RMi a rock mass characterization system for rock engineering purposes" Olso University 1995

      11 Sanio, H.P., "Prediction of the performance of disc cutters in anisotropic rock" 22 (22): 153-161, 1985

      12 Sato, K., "Prediction of disc cutter performance using a circular rock cutting ring" 1991

      13 Cassinelli, F., "Power consumption and metal wear in tunnel boring machines, analysis of tunnel operation in hard rock" 1982

      14 Khademi Hamidi, J., "Performance prediction of hard rock TBM using Rock Mass Rating (RMR) system" 25 (25): 333-345, 2010

      15 Ramezanzadeh, A., "Performance prediction models for hard rock tunnel boring machines" 15-, 2004

      16 Ramamurthy, T., "Penetration rate of TBMs" 2008

      17 J. H. Shin, "Numerical modeling of coupled structural and hydraulic interactions in tunnel linings" 국제구조공학회 29 (29): 1-16, 2008

      18 Xiaojun Zhou, "Numerical analysis on stability of express railway tunnel portal" 국제구조공학회 57 (57): 1-20, 2016

      19 Alvarez Grima, M., "Modeling tunnel boring machine performance by neuro-fuzzy methods" 15 (15): 259-269, 2000

      20 Bruland, A., "Hard rock tunnel boring advance rate and cutter wear" 183-, 1999

      21 Wen-qi Ding, "Full-scale testing and modeling of the mechanical behavior of shield TBM tunnel joints" 국제구조공학회 45 (45): 337-354, 2013

      22 Innaurato, N., "Forecasting and effective TBM performances in a rapid excavation of a tunnel in Italy" 1991

      23 "Engineering Geological report of Golab Tunnel project, IMN-10054-SUGE-OR-GE-TR-044-1" IMN, Consulting Engineers 2009

      24 Ozdmir, L., "Development of theoretical equations for predicting tunnel borability" Colarado School of Mines 1977

      25 Gong, Q.M., "Development of a rock mass characteristics model for TBM penetration rate prediction" 46 (46): 8-18, 2009

      26 Babaahmadi, A., "An investigation into the fault patterns in the Chadegan region, west Iran: Evidence for dextral brittle transpressional tectonics in the Sanandaj-Sirjan zone" 43 (43): 77-88, 2012

      27 Rostami, J., "A new model for performance prediction of hard rock TBM" 1993

      28 Delisio, A., "A new model for TBM performance prediction in blocky rock condition" 43 : 440-452, 2014

      29 Hassanpour, J., "A new hard rock TBM performance prediction model for project planning" 26 (26): 595-603, 2011

      30 Yagiz, S., "A model for the prediction of tunnel boring machine performance" 383-, 2006

      31 Taromi, M., "A discrepancy between observed and predicted NATM tunnel behaviors and updating: a case study of the Sabzkuh tunnel" 76 (76): 713-729, 2017

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2016-12-26 학회명변경 한글명 : 한국국제계산역학회 -> 사단법인 한국계산역학회 KCI등재
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-11-01 학술지명변경 한글명 : 컴퓨터와 콘크리트 국제학술지 -> Computers and Concrete, An International Journal KCI등재후보
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2005-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.72 0.07 0.53
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.44 0.4 0.173 0.02
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