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      포화된 다공성매체에서 파동의 전파특성 I. 이론해의 유도 = Wave Propagation Characteristics in Saturated Porous Media I. Theoretical Solution

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      https://www.riss.kr/link?id=A101122029

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      다국어 초록 (Multilingual Abstract)

      An analytical closed-form solution for wave propagation velocity and damping in saturated porous media is presented in this paper The fully coupled field model with compressible solid Brains and pore water were used to derive this solution. An engineering approach for the analysis of fully saturated porous media was adopted and closed-form solutions for one dimensional wave propagation in a homogeneous domain were derived. The solution is highly versatile in that it considers compression of the solid grains, compression of the pore water, deformation of the porous skeleton, and spatial damping and can be used to compute wavespeeds of first and second kind and damping coefficients in various geologic materials. This solution provides a means of analyzing the influence of material property variations on wavespeed and attenuation. In Part 2 of this work the theoretical solution is incorporated into the numerical code and the code is used in a parametric study on wave propagation velocity and damping.
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      An analytical closed-form solution for wave propagation velocity and damping in saturated porous media is presented in this paper The fully coupled field model with compressible solid Brains and pore water were used to derive this solution. An enginee...

      An analytical closed-form solution for wave propagation velocity and damping in saturated porous media is presented in this paper The fully coupled field model with compressible solid Brains and pore water were used to derive this solution. An engineering approach for the analysis of fully saturated porous media was adopted and closed-form solutions for one dimensional wave propagation in a homogeneous domain were derived. The solution is highly versatile in that it considers compression of the solid grains, compression of the pore water, deformation of the porous skeleton, and spatial damping and can be used to compute wavespeeds of first and second kind and damping coefficients in various geologic materials. This solution provides a means of analyzing the influence of material property variations on wavespeed and attenuation. In Part 2 of this work the theoretical solution is incorporated into the numerical code and the code is used in a parametric study on wave propagation velocity and damping.

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      참고문헌 (Reference)

      1 "포화다공질매체의 Arbitrary Lagrangian Eulerian (ALE) 정식화" 2003

      2 "지하수의 영향을 고려한 지하공동구조체의 동적 응답" 14 (14): 391-399, 2001

      3 "Wave propagation in saturated porous media California Institute of Technology" 1977

      4 "Undrained compressibility of saturated soil Draft Report to Defense Nuclear Agency" 1984

      5 "Theory of propagation of elastic waves in fluid-saturated porous solid Journal of Acoustical Society of America" 1956

      6 "The Finite Element Method in the Static and Dynamic Deformation and Consolidation in Porous Media" John Wiley, Chichester. 1998

      7 "Experimental and theoretical response of multiphase porous media to dynamic loads Report to Air Force Office of Scientific Research" 1986

      8 "Effective stress analysis of seismic site response" 1986

      9 "Dynamic behaviour of saturated porous media; the generalized Biot formulation and its numerical solution International Journal for Numerical and Analytical Methods in Geomechanics" 1984

      10 "Computational Geomechanics with Special Reference to Earthquake Engineering" John Wiley, Chichester. 1999

      1 "포화다공질매체의 Arbitrary Lagrangian Eulerian (ALE) 정식화" 2003

      2 "지하수의 영향을 고려한 지하공동구조체의 동적 응답" 14 (14): 391-399, 2001

      3 "Wave propagation in saturated porous media California Institute of Technology" 1977

      4 "Undrained compressibility of saturated soil Draft Report to Defense Nuclear Agency" 1984

      5 "Theory of propagation of elastic waves in fluid-saturated porous solid Journal of Acoustical Society of America" 1956

      6 "The Finite Element Method in the Static and Dynamic Deformation and Consolidation in Porous Media" John Wiley, Chichester. 1998

      7 "Experimental and theoretical response of multiphase porous media to dynamic loads Report to Air Force Office of Scientific Research" 1986

      8 "Effective stress analysis of seismic site response" 1986

      9 "Dynamic behaviour of saturated porous media; the generalized Biot formulation and its numerical solution International Journal for Numerical and Analytical Methods in Geomechanics" 1984

      10 "Computational Geomechanics with Special Reference to Earthquake Engineering" John Wiley, Chichester. 1999

      11 "A fully coupled dynamic model for two-phase fluid flow in deformable porous media" 3223-3246, 2001

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
      2022-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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