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      KCI등재 SCIE SCOPUS

      A Case Study on the Construction Optimization Decision Scheme of Urban Subway Tunnel Based on the TOPSIS Method

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      https://www.riss.kr/link?id=A107097090

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      다국어 초록 (Multilingual Abstract)

      Because of the harsh environment around city subways and the typically poor geological conditions, it is often difficult to ensure the stability of a tunnel, which makes it prone to collapses and other accidents. The influence of multiple factors on t...

      Because of the harsh environment around city subways and the typically poor geological conditions, it is often difficult to ensure the stability of a tunnel, which makes it prone to collapses and other accidents. The influence of multiple factors on tunnel stability was analyzed under the same geological conditions and environmental factors by using a three-dimensional numerical simulation. Taking into account the objective environment and manual operation and other factors, construction sequence, support closure time, and reinforcement area and parameters were chosen as the main factors affecting the tunnel stability. Finally, based on ground deformation, tunnel convergence deformation, and surrounding soil stress as evaluation indicators, a fuzzy analytic hierarchy process (FAHP)-gray correlation degree-technique for order performance by similarity to ideal solution (TOPSIS) model was established. It was found that the higher the relative closeness of the construction parameter combination, the greater the tunnel stability. The best combination of construction parameters was applied to the Tiantongyuan Station project of Beijing Metro Line 17. All geological conditions being equal, reasonable selection of construction parameters can ensure optimal tunnel construction stability, reduce construction risks, and support sustainable tunnel development. In addition, the FAHP-gray correlation degree-TOPSIS method achieved multi-index evaluation of tunnel stability, which provides practical guidance for the construction of similar projects.

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      참고문헌 (Reference)

      1 Zhao LH, "Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face" 87 : 32-48, 2017

      2 Li ZY, "Study on stability of surrounding rock of shallow-buried tunnel based on gray correlation analysis" 17 (17): 2079-2082, 2017

      3 Wang X, "Stability investigations around a mine tunnel through three-dimensional discontinuum and continuum stress analyses" 32 : 98-112, 2012

      4 Fang Q, "Shallow tunnelling method(STM)for subway station construction in soft ground" 29 : 10-30, 2012

      5 Tajvidi AsrE, "Selection of optimum tunnel support system using aggregated ranking of SAW TOPSIS and LA methods" 5 (5): 49-63, 2015

      6 Wang HT, "Roof collapse mechanisms for a shallow tunnel in two-layer rock strata incorporatingthe influence of groundwater" 98 : 215-227, 2019

      7 Zhang P, "Risk assessment system for oil and gas pipelines laid in one ditch based on quantitative risk analysis" 12 (12): 981-, 2019

      8 Hyun KC, "Risk analysis using fault-tree analysis(FTA)and analytic hierarchy process(AHP)applicable to shield TBM tunnels" 49 : 121-129, 2015

      9 Nezarat H, "Ranking of geological risks in mechanized tunneling by using fuzzy analytical hierarchy process(FAHP)" 50 : 358-364, 2015

      10 He BJ, "Promoting and implementing urban sustainability in China : An integration of sustainable initiatives at different urban scales" 82 : 83-93, 2018

      1 Zhao LH, "Three-dimensional stability analysis of a longitudinally inclined shallow tunnel face" 87 : 32-48, 2017

      2 Li ZY, "Study on stability of surrounding rock of shallow-buried tunnel based on gray correlation analysis" 17 (17): 2079-2082, 2017

      3 Wang X, "Stability investigations around a mine tunnel through three-dimensional discontinuum and continuum stress analyses" 32 : 98-112, 2012

      4 Fang Q, "Shallow tunnelling method(STM)for subway station construction in soft ground" 29 : 10-30, 2012

      5 Tajvidi AsrE, "Selection of optimum tunnel support system using aggregated ranking of SAW TOPSIS and LA methods" 5 (5): 49-63, 2015

      6 Wang HT, "Roof collapse mechanisms for a shallow tunnel in two-layer rock strata incorporatingthe influence of groundwater" 98 : 215-227, 2019

      7 Zhang P, "Risk assessment system for oil and gas pipelines laid in one ditch based on quantitative risk analysis" 12 (12): 981-, 2019

      8 Hyun KC, "Risk analysis using fault-tree analysis(FTA)and analytic hierarchy process(AHP)applicable to shield TBM tunnels" 49 : 121-129, 2015

      9 Nezarat H, "Ranking of geological risks in mechanized tunneling by using fuzzy analytical hierarchy process(FAHP)" 50 : 358-364, 2015

      10 He BJ, "Promoting and implementing urban sustainability in China : An integration of sustainable initiatives at different urban scales" 82 : 83-93, 2018

      11 Zhang P, "Optimal maintenance decision method for urban gas pipelines based on as low as reasonably practicable principle" 11 (11): 153-, 2019

      12 Zhang WG, "Influence of groundwater drawdown on excavation responsese a case history in Bukit Timah granitic residual soils" 10 (10): 856-864, 2018

      13 Xu JC, "Gray correlation-hierarchical analysis for metro-caused settlement" 64 : 1249-1256, 2011

      14 Liu HY, "Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region" 23 (23): 399-420, 2008

      15 Azarnivand A, "Extended fuzzy analytic hierarchy process approach in water and environmentalmanagement(case study : Lake Urmia Basin, Iran)" 73 : 13-26, 2015

      16 Liu HY, "Effects of tunnelling on existing support systems of perpendicularly crossing tunnel" 36 (36): 880-894, 2009

      17 Lee IM, "Effect of seepage force on tunnel face stability reinforced with multi-step pipe grouting" 19 (19): 551-565, 2004

      18 Yan X, "Effect of rock mass and discontinuity mechanical properties and delayed rock supporting on tunnel stability in an underground mine" 238 : 62-57, 2018

      19 Li PF, "Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method" 51 : 41-55, 2016

      20 Sharifzadeh M, "Design of sequential excavation method for large span urban tunnels in soft ground – Niayesh tunnel" 35 : 178-188, 2013

      21 Lou YB, "Deformation and mechanical model of temporary support sidewall in tunnel cutting partial section" 61 : 40-49, 2017

      22 Yanbin Luo, "Deformation Rule and Mechanical Characteristics of Temporary Support in Soil Tunnel Constructed by Sequential Excavation Method" 대한토목학회 21 (21): 2439-2449, 2017

      23 Southcn.com, "Bulletin of the “2·7” permeable and collapse accidentof Foshan Metro Line 2"

      24 Karakus M, "Back analysis for tunnelling induced ground movements and stress redistribution" 20 (20): 514-524, 2005

      25 Satıcı Ö, "Assessment of tunnel portal stability at jointed rock mass : A comparative case study" 64 : 72-82, 2015

      26 Xue YG, "Analysis of factors influencing tunnel deformation in loess deposits by data mining : A deformation prediction model" 232 : 94-103, 2018

      27 Azadeh A, "An integrated fuzzy analytic hierarchy process and fuzzy multiple-criteria decision-making simulation approach for maintenance policy selection" 92 (92): 3-18, 2016

      28 Zhan K, "An improved TOPSIS based on GRA applied to optimal solar fracrion for swhs" 37 : 1218-1226, 2016

      29 Azadeh AS, "A unique fuzzy multi-criteria decision making: Computer simulation approach for productive operators’ assignment in cellular manufacturing systems with uncertainty and vagueness" 56 (56): 329-343, 2011

      30 Golestanifar M, "A multi-dimensional approach to the assessment of tunnel construction sequences" 48 (48): 1077-1085, 2011

      31 Sun W, "A decision-making method for Sponge City design based on gray correlation degree and TOPSIS method" 21 (21): 1031-1042, 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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      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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