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Volumn 21, Issue 3-4, 1998, Pages 239-247

Optimum source frequency in vibration production technology

Author keywords

Coupled wave; Finite element method; Optimum source frequency; Porous medium; Vibration production technology

Indexed keywords

COUPLED WAVE PROPAGATION; OPTIMUM SOURCE FREQUENCY; VIBRATION PRODUCTION TECHNOLOGY;

EID: 0032215817     PISSN: 09204105     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0920-4105(98)00046-1     Document Type: Article
Times cited : (7)

References (12)
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    • Biot, M.A.1
  • 2
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    • Theory of propagation of elastic waves in saturated porous solid: II. High-frequency range
    • Biot M.A. Theory of propagation of elastic waves in saturated porous solid: II. High-frequency range. J. Acoust. Soc. Am. 28:1956;179-191.
    • (1956) J. Acoust. Soc. Am. , vol.28 , pp. 179-191
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    • Wave propagation in heterogeneous, porous media: A velocity stress, finite-difference method
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  • 4
    • 0030114785 scopus 로고    scopus 로고
    • Silent boundary conditions for wave propagation in saturated porous media
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    • (1996) Int. J. Numer. Anal. Methods Geomech. , vol.20 , pp. 253-273
    • Gajo, A.1    Saetta, A.2    Vitaliani, R.3
  • 6
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    • Review of elastic wave technology in oil production
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    • Nonlinear transient phenomena in saturated porous media
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    • Wave propagation in fluid-saturated porous media: An efficient finite element procedure
    • Prevost J.H. Wave propagation in fluid-saturated porous media: an efficient finite element procedure. Soil Dyn. Earthquake Eng. 4(4):1985.
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  • 9
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    • An analytical solution for the transient response of saturated porous elastic solids
    • Simon B.R., Zienkiewicz O.C., Paul D.K. An analytical solution for the transient response of saturated porous elastic solids. Int. J. Numer. Anal. Methods Geomech. 8:1984;381-398.
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  • 10
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    • Evaluation of u-w and u-π finite element methods for the dynamic response of saturated porous media using one-dimensional models
    • Simon B.R., Wu J.S.S., Zienkiewicz O.C., Paul D.K. Evaluation of u-w and u-π finite element methods for the dynamic response of saturated porous media using one-dimensional models. Int. J. Numer. Anal. Methods Geomech. 10:1986;461-482.
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    • Drained consolidating and dynamic behavior assumptions in soils
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.