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      KCI등재 SCIE SCOPUS

      A Fast Estimation Method of Soil Discharged by an Earth Pressure Balanced Shield Machine

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      https://www.riss.kr/link?id=A107458602

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      다국어 초록 (Multilingual Abstract)

      The soil discharged by an earth pressure balanced (EPB) shield machine reflects ground loss and controls surface settlement. In engineering, the discharge was mainly estimated by weighing the tunnelling spoil, however, human disturbance and informatio...

      The soil discharged by an earth pressure balanced (EPB) shield machine reflects ground loss and controls surface settlement. In engineering, the discharge was mainly estimated by weighing the tunnelling spoil, however, human disturbance and information lag bring serious hidden security risks to tunnel construction. Through the analysis of conveying flow and force of screw conveyor, an energy model of interaction between screw conveyor and soil discharged was proposed and verified experimentally. Then, the energy model was combined with the discharge equation and the force balance equation, and a semi-analytical method to fast estimate the soil discharged of the EPB shield machine was proposed. Taking an EPB shield construction project as an example, according to the data of earth pressure, the torque and the rotation of the screw conveyor recorded by EPB shield machine, the real-time soil discharged of EPB shield machine can be accurately estimated. The mean absolute error (MAE) of this method is 3.177 × 103 kg compared with the measured weight of tunnelling spoil, which verifies the rationality of the method and provides a method for further effective evaluation and control of ground loss.

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      참고문헌 (Reference)

      1 Talmon AM, "Tunnelling. A Decade of Progress. GeoDelft 1995-2005" 165-170, 2006

      2 Zhong ZJ, "Theoretical and experimental analysis of the compaction process in a tapered screw press" Newcastle University 1991

      3 Cheng WC, "The use of tunnelling parameters and spoil characteristics to assess soil types : A case study from alluvial deposits at a pipejacking project site" 78 : 2933-2942, 2019

      4 Zhong ZJ, "The effect of the shape of the feed opening on the performance of a horizontal screw conveyor" 46 (46): 125-128, 1990

      5 Schneider K, "Technical report on plastic processing in the feeding zone of an extruder" Institute of Plastics Processing (IKV) 1969

      6 Yongfang Jia, "Surface Settlement Prediction for EPB Shield Tunneling in Sandy Ground" 대한토목학회 21 (21): 2908-2918, 2017

      7 Darnell WH, "Solids conveying in extruders" 12 (12): 20-29, 1956

      8 Lovegrove JGA, "Solids conveying in a single screw extruder : The rôle of gravity forces" 15 (15): 114-122, 1973

      9 Lovegrove JGA, "Solids conveying in a single screw extruder : A comparison of theory and experiment" 15 (15): 195-199, 1973

      10 Yoshikawa T, "Soil pressure drops of various screw conveyor structures for shield machines" 62 (62): 2927-2930, 1996

      1 Talmon AM, "Tunnelling. A Decade of Progress. GeoDelft 1995-2005" 165-170, 2006

      2 Zhong ZJ, "Theoretical and experimental analysis of the compaction process in a tapered screw press" Newcastle University 1991

      3 Cheng WC, "The use of tunnelling parameters and spoil characteristics to assess soil types : A case study from alluvial deposits at a pipejacking project site" 78 : 2933-2942, 2019

      4 Zhong ZJ, "The effect of the shape of the feed opening on the performance of a horizontal screw conveyor" 46 (46): 125-128, 1990

      5 Schneider K, "Technical report on plastic processing in the feeding zone of an extruder" Institute of Plastics Processing (IKV) 1969

      6 Yongfang Jia, "Surface Settlement Prediction for EPB Shield Tunneling in Sandy Ground" 대한토목학회 21 (21): 2908-2918, 2017

      7 Darnell WH, "Solids conveying in extruders" 12 (12): 20-29, 1956

      8 Lovegrove JGA, "Solids conveying in a single screw extruder : The rôle of gravity forces" 15 (15): 114-122, 1973

      9 Lovegrove JGA, "Solids conveying in a single screw extruder : A comparison of theory and experiment" 15 (15): 195-199, 1973

      10 Yoshikawa T, "Soil pressure drops of various screw conveyor structures for shield machines" 62 (62): 2927-2930, 1996

      11 Yoshikawa T, "Soil pressure drop of screw conveyor for shield machines" 62 (62): 1197-1203, 1996

      12 Raffaele V, "Soil conditioning of sand for EPB applications : A laboratory research" 23 (23): 308-317, 2008

      13 Daniele Peila, "Soil Conditioning for EPB Shield Tunnelling" 대한토목학회 18 (18): 831-836, 2014

      14 Liao SM, "Shield tunneling and environment protection in Shanghai soft ground" 24 (24): 454-465, 2009

      15 Peila D, "Screw conveyor device for laboratory tests on conditioned soil for EPB tunneling operations" 133 (133): 1622-1625, 2007

      16 Chung CI, "New ideas about solids conveying in screw extruders" 5 (5): 32-44, 1970

      17 Bezuijen A, "Modern tunneling science and technology" CRC Press 2006

      18 Moysey PA, "Modelling the solids inflow and solids conveying of single-screw extruders using the discrete element method" 153 (153): 95-107, 2005

      19 Cheng WC, "Modelling liner forces response to very close-proximity tunnelling in soft alluvial deposits" 103 : 103455-, 2020

      20 Talebi K, "Modeling of soil movement in the screw conveyor of the earth pressure balance machines (EPBM) using computational fluid dynamics" 47 : 136-142, 2015

      21 Bezuijen A, "Model experiments using foam simulation the drilling with an EPB shield" GeoDelft 2000

      22 Merritt AS, "Mechanics of tunnelling machine screw conveyors : Model tests" 56 (56): 605-615, 2006

      23 Merritt AS, "Mechanics of tunnelling machine screw conveyors : A theoretical model" 58 (58): 79-94, 2008

      24 Chung CI, "Maximum pressure developed by solid conveying force in screw extruders" 15 (15): 29-34, 1975

      25 Zhang N, "Investigation of a large ground collapse and countermeasures during mountain tunnelling in Hangzhou : A case study" 78 : 991-1003, 2019

      26 Zhang P, "Hybrid meta-heuristic and machine learning algorithms for tunneling-induced settlement prediction : A comparative study" 99 : 103383-, 2020

      27 Shuan Hu Li, "Functional Relationship of Parameters in Different Theoretical Models for Ground Settlement Caused by Shield Tunneling" 대한토목학회 24 (24): 310-321, 2020

      28 Duarte MAP, "Foam as a soil conditioner in tunneling: Physical and mechanical properties of conditioned sands" University of Oxford 2007

      29 Moeinossadat SR, "Estimating maximum surface settlement due to EPBM tunneling by Numerical-Intelligent approach – A case study: Tehran subway line 7" 18 : 92-102, 2019

      30 Tadmor Z, "Engineering principles of plasticating extrusion" Van Nostrand Reinhold Company 1970

      31 Meng FY, "Effects of tunneling-induced soil disturbance on the post-construction settlement in structured soft soils" 80 : 53-63, 2018

      32 Peila D, "Earth pressure balance tunnelling in rock masses : Laboratory feasibility study of the conditioning process" 35 : 55-66, 2013

      33 Decker H, "Die spritzmaschine" Farbenfabriken Bayer Hanover 1941

      34 Caihui Zhu, "Control of Surface Settlement by Considering Shield Tunneling Technology" 대한토목학회 21 (21): 2896-2907, 2017

      35 Sheil BB, "Assessment of anomaly detection methods applied to microtunnelling" 146 (146): 2020

      36 Wang Z, "Analysis of ground surface settlement induced by the construction of a largediameter shallow-buried twin-tunnel in soft ground" 83 : 520-532, 2019

      37 Siyang Zhou, "An Approach Integrating Dimensional Analysis and Field Data for Predicting the Load on Tunneling Machine" 대한토목학회 23 (23): 3180-3187, 2019

      38 Cheng WC, "A simple approach for characterising tunnel bore conditions based upon pipe-jacking data" 71 : 494-504, 2018

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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