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Numerical Laplace–Fourier transform inversion technique for layered soil consolidation problems; II, Gibson soil layer
Author(s) -
Harnpattanapanich T.,
Vardoulakis I.
Publication year - 1987
Publication title -
international journal for numerical and analytical methods in geomechanics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.419
H-Index - 91
eISSN - 1096-9853
pISSN - 0363-9061
DOI - 10.1002/nag.1610110108
Subject(s) - laplace transform , consolidation (business) , parametric statistics , fourier transform , shear modulus , geology , inverse laplace transform , geotechnical engineering , mathematical analysis , mathematics , materials science , composite material , accounting , statistics , business
The numerical Laplace–Fourier transformation technique previously presented by the authors 11 is used here for solving the consolidation problem of a finite inhomogeneous soil layer whose shear modulus is increasing linearly with depth. Parametric studies are performed and the results are critically discussed.

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