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      KCI등재 SCIE SCOPUS

      Effect of Dynamic Interaction of Two Neighboring Tunnels on Vibrations from Underground Railways in the Saturated Soil

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      https://www.riss.kr/link?id=A106406206

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      다국어 초록 (Multilingual Abstract)

      This paper analytically investigates the dynamic interaction of two neighboring tunnels in the saturated soil. The twin tunnels are simulated using the Flügge shell theory, and the surrounding soil is modelled by the Biot's theory. The solution for c...

      This paper analytically investigates the dynamic interaction of two neighboring tunnels in the saturated soil. The twin tunnels are simulated using the Flügge shell theory, and the surrounding soil is modelled by the Biot's theory. The solution for cylindrical waves in saturated porous media is derived by applying the potential decomposition. The addition theorem is subsequently introduced to translate cylindrical waves, thereby satisfying the boundary conditions at the interfaces between the twin tunnels and saturated soil. Numerical examples are presented to analyze soil vibrations under different loading conditions calculated by different tunnel models. The neighboring tunnels have strong dynamic interaction, resulting in the insertion gain up to ± 20 dB. It is recommended to account for the interaction between neighboring tunnels when calculating the vibrations from underground railways.

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      참고문헌 (Reference)

      1 Leissa, A., "Vibration of shells" Acoustical Society of America 1973

      2 T. Real, "Train-induced vibration prediction in tunnels using 2D and 3D FEM models in time domain" Elsevier BV 49 : 376-383, 2015

      3 Honggui Di, "Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils" Elsevier BV 80 : 333-345, 2016

      4 M. A. Biot, "Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range" Acoustical Society of America (ASA) 28 (28): 168-178, 1956

      5 Chao He, "Theoretical modelling of the dynamic interaction between twin tunnels in a multi-layered half-space" Elsevier BV 456 : 65-85, 2019

      6 Thornely-Taylor, R. M., "The prediction of vibration, ground-borne and structure-radiated noise from railways using finite difference method — Part 1 — Theory" 26 : 69-79, 2006

      7 M.F.M. Hussein, "The fictitious force method for efficient calculation of vibration from a tunnel embedded in a multi-layered half-space" Elsevier BV 333 (333): 6996-7018, 2014

      8 K.A. Kuo, "The effect of a twin tunnel on the propagation of ground-borne vibration from an underground railway" Elsevier BV 330 (330): 6203-6222, 2011

      9 Jian-Fei Lu, "Response of a circular tunnel embedded in saturated soil to a series of equidistant moving loads" Springer Science and Business Media LLC 228 (228): 3675-3693, 2017

      10 X. Sheng, "Prediction of ground vibration from trains using the wavenumber finite and boundary element methods" Elsevier BV 293 (293): 575-586, 2006

      1 Leissa, A., "Vibration of shells" Acoustical Society of America 1973

      2 T. Real, "Train-induced vibration prediction in tunnels using 2D and 3D FEM models in time domain" Elsevier BV 49 : 376-383, 2015

      3 Honggui Di, "Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils" Elsevier BV 80 : 333-345, 2016

      4 M. A. Biot, "Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range" Acoustical Society of America (ASA) 28 (28): 168-178, 1956

      5 Chao He, "Theoretical modelling of the dynamic interaction between twin tunnels in a multi-layered half-space" Elsevier BV 456 : 65-85, 2019

      6 Thornely-Taylor, R. M., "The prediction of vibration, ground-borne and structure-radiated noise from railways using finite difference method — Part 1 — Theory" 26 : 69-79, 2006

      7 M.F.M. Hussein, "The fictitious force method for efficient calculation of vibration from a tunnel embedded in a multi-layered half-space" Elsevier BV 333 (333): 6996-7018, 2014

      8 K.A. Kuo, "The effect of a twin tunnel on the propagation of ground-borne vibration from an underground railway" Elsevier BV 330 (330): 6203-6222, 2011

      9 Jian-Fei Lu, "Response of a circular tunnel embedded in saturated soil to a series of equidistant moving loads" Springer Science and Business Media LLC 228 (228): 3675-3693, 2017

      10 X. Sheng, "Prediction of ground vibration from trains using the wavenumber finite and boundary element methods" Elsevier BV 293 (293): 575-586, 2006

      11 Saba Gharehdash, "Numerical Modeling of the Dynamic Behaviour of Tunnel Lining in Shield Tunneling" 대한토목학회 19 (19): 1626-1636, 2015

      12 Saeed Hesami, "Numerical Modeling of Train-induced Vibration of Nearby Multi-story Building: A Case Study" 대한토목학회 20 (20): 1701-1713, 2016

      13 Vijay K. Varadan, "Multiple scattering of elastic waves by cylinders of arbitrary cross section. I. SH waves" Acoustical Society of America (ASA) 63 (63): 1310-1319, 1978

      14 Chao He, "Modelling of ground vibration from tunnels in a poroelastic half-space using a 2.5-D FE-BE formulation" Elsevier BV 82 : 211-221, 2018

      15 X Sheng, "Modelling ground vibration from railways using wavenumber finite- and boundary-element methods" The Royal Society 461 (461): 2043-2070, 2005

      16 M. A. Biot, "Mechanics of Deformation and Acoustic Propagation in Porous Media" AIP Publishing 33 (33): 1482-1498, 1962

      17 S.K. Bose, "Longitudinal shear waves in a fiber-reinforced composite" Elsevier BV 9 (9): 1075-1085, 1973

      18 S. Gupta, "Influence of tunnel and soil parameters on vibrations from underground railways" Elsevier BV 327 (327): 70-91, 2009

      19 Kai Wei, "Influence of Frequency-Dependent Dynamic Parameters of Rail Pads on Environmental Vibration Induced by Subways in a Tunnel" SAGE Publications 2476 (2476): 8-14, 2015

      20 최정인, "Influence of Existing Tunnel on Mechanical Behavior of New Tunnel" 대한토목학회 14 (14): 773-783, 2010

      21 K. H. Chua, "Groundborne vibrations due to trains in tunnels" Wiley 21 (21): 445-460, 1992

      22 Xue-cheng Bian, "Ground-borne vibrations due to dynamic loadings from moving trains in subway tunnels" Zhejiang University Press 13 (13): 870-876, 2012

      23 J.A. Forrest, "Ground vibration generated by trains in underground tunnels" Elsevier BV 294 (294): 706-736, 2006

      24 Wanming Zhai, "Fundamentals of vehicle–track coupled dynamics" Informa UK Limited 47 (47): 1349-1376, 2009

      25 D. Clouteau, "Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium" Elsevier BV 283 (283): 173-199, 2005

      26 Sneddon, I., "Fourier transforms" McGraw-Hill 1951

      27 Shunhua Zhou, "Dynamic 2.5-D green׳s function for a poroelastic half-space" Elsevier BV 67 : 96-107, 2016

      28 Sounik Kumar Banerjee, "Behavior of Twin Tunnels under Different Physical Conditions" American Society of Civil Engineers (ASCE) 18 (18): 06018018-, 2018

      29 Chao He, "Analytical model for vibration prediction of two parallel tunnels in a full-space" Elsevier BV 423 : 306-321, 2018

      30 Chao He, "Analytical method for calculation of ground vibration from a tunnel embedded in a multi-layered half-space" Elsevier BV 99 : 149-164, 2018

      31 Hung Hsiao-Hui, "Analysis of ground vibrations due to underground trains by 2.5D finite/infinite element approach" Springer Science and Business Media LLC 9 (9): 327-335, 2010

      32 Shunhua Zhou, "An efficient method for predicting train-induced vibrations from a tunnel in a poroelastic half-space" Elsevier BV 85 : 43-56, 2017

      33 Zonghao Yuan, "An analytical model for vibration prediction of a tunnel embedded in a saturated full-space to a harmonic point load" Elsevier BV 86 : 25-40, 2016

      34 J.A. Forrest, "A three-dimensional tunnel model for calculation of train-induced ground vibration" Elsevier BV 294 (294): 678-705, 2006

      35 Kai Wei, "A theoretical study on the train-induced vibrations of a semi-active magneto-rheological steel-spring floating slab track" Elsevier BV 204 : 703-715, 2019

      36 M.F.M. Hussein, "A numerical model for calculating vibration from a railway tunnel embedded in a full-space" Elsevier BV 305 (305): 401-431, 2007

      37 M.F.M. Hussein, "A numerical model for calculating vibration due to a harmonic moving load on a floating-slab track with discontinuous slabs in an underground railway tunnel" Elsevier BV 321 (321): 363-374, 2009

      38 S. Gupta, "A comparison of two numerical models for the prediction of vibrations from underground railway traffic" Elsevier BV 27 (27): 608-624, 2007

      39 Yeong‐Bin Yang, "A 2.5D finite/infinite element approach for modelling visco‐elastic bodies subjected to moving loads" Wiley 51 (51): 1317-1336, 2001

      40 S. François, "A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace" Elsevier BV 199 (199): 1536-1548, 2010

      41 P. Galvín, "A 2.5D coupled FE-BE model for the prediction of railway induced vibrations" Elsevier BV 30 (30): 1500-1512, 2010

      42 Jian-Fei Lu, "A 2.5-D dynamic model for a saturated porous medium: Part I. Green’s function" Elsevier BV 45 (45): 378-391, 2008

      43 Jian-Fei Lu, "A 2.5-D dynamic model for a saturated porous medium. Part II: Boundary element method" Elsevier BV 45 (45): 359-377, 2008

      44 Chao He, "A 2.5-D coupled FE–BE model for the dynamic interaction between saturated soil and longitudinally invariant structures" Elsevier BV 82 : 211-222, 2017

      45 H. Chebli, "3D periodic BE–FE model for various transportation structures interacting with soil" Elsevier BV 35 (35): 22-32, 2008

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      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
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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
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