Citation: | HU Dan, LI Fen, ZHANG Kai-yin. Applicability of simplified formulations based on Biot’s theory[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 105-108. DOI: 10.11779/CJGE2019S1027 |
[1] |
BIOT M A.General theory of three-dimensional consolidation[J]. Journal of Applied Physics, 1941, 12(2): 155-164.
|
[2] |
BIOT M A.Theory of propagation of elastic waves in a fluid-saturated porous solid: Ⅱ higher frequency range[J]. Journal of the Acoustical Society of America, 1956, 28(2): 179-191.
|
[3] |
BIOT M A.Theory of propagation of elastic waves in a fluid-saturated porous solid: I low-frequency range[J]. Journal of the Acoustical Society of America, 1956, 28(2): 168-179.
|
[4] |
BIOT M A.Theory of deformation of a porous viscoelastic anisotropic solid[J]. Journal of Applied Physics, 1956, 27(5): 459-467.
|
[5] |
ZIENKIEWICZ O C, CHANG C T, BETTESS P.Drained, undrained, consolidating and dynamic behaviour assumptions in soils[J]. Géotechnique, 1980, 30(4): 385-395.
|
[6] |
SCHANZ M, CHENG H D.Transient wave propagation in a one-dimensional poroelastic column[J]. Acta Mechanica. 2000, 145(1/2/3/4): 1-18.
|
[7] |
SCHANZ M, STRUCKMEIER V.Wave propagation in a simplified modelled poroelastic continuum: fundamental solutions and a time domain boundary element formulation[J]. International Journal for Numerical Methods in Engineering, 2005, 64(13): 1816-1839.
|
[8] |
ZIENKIEWICZ O C, SHIOMI T.Dynamic behaviour of saturated porous media: the generalized Biot formulation and its numerical solution[J]. International Journal for Numerical & Analytical Methods in Geomechanics, 1984, 8(1): 71-96.
|