[1] |
Hil1R.Accelerationwavesinsolids[J].Journal of the Mechanics and Physics of Solids,1962,10(1):1-16.
|
[2] |
BazantZP, Belytschko TB.Wave propagation in a strain softening bar:axact solution[J].ASCEJournal of Engineering Mechanics, 1985,111(3):381-389.
|
[3] |
Sluys L J, Muhlhaus H B, Borst Rde.Wave propagation, localization and dispersion in a gradient-dependent medimn[J].Int J Solids Structures, 1992,30(9): 1153-1171.
|
[4] |
Sluys L J, Wave propagation, localization and dispersion in softening solids.Dissertation[D].Delft University of Technology, Delft,1992.
|
[5] |
Rudnicki K, Rice J R.Conditions for the loralization of deformation in pressure-Sensitive dilatant materials[J].Journal of the Mechanics and Physics of Solids,1975,23:371-394.
|
[6] |
Rice JR.On the stability of dilatant hardening for satutated rock masses[J].Journal of G-eophysical Research, 1975,80:1531-1536.
|
[7] |
LoretB, PrevostJH.Dynamic strain localization in fluid-satturatec porous media[J].Journal of Engineering Mechancis, 1991,117(4):907-922.
|
[8] |
Pietrusacaak S.Undrained response of granular soil involving localized deformation[J].Journal of Engineering Mechanics, 1995,121(12): 1292-1297.
|
[9] |
Gajo A.The effects of inertial coupling in the intetpretation of dynamic soil tests[J].Geotechnique,1996,46(2): 245-257.
|
[10] |
Runesson K, Peric D.Effect of pore fluid compressibility on localization in elastic-plastic porous solids under undrained conditions[J].Int J Solids Structures, 1996,33(10): 1501-1518.
|
[11] |
Biot M A.Theory of three-dimnensional consolidation[J].JApplied Physics,1941,12:155-164.
|
[12] |
Biot M A.Theory of propagation of elastic waves in a fluid-satutated porous solid.Ⅰ.Low-frequencyrange[J].The Journal of the Acoustical Society of America, 1956,28(2): 168-178.
|
[13] |
Biot M A.Theory of propagation of elastic waves in a fluid-saturated porous solid, II Higher frequency range[J].Tne Journal of the Acoustical Society of America, 1956,28(2): 179-191.
|
[14] |
ZienkiewiczOC, Shomi T.Dynamic behavior of satutated porous media: the generalized Biot formulation and its numerical solution[J].Int J Numerical and Analytical Methods in Geo-Mechanics, 1984,8(1): 71-96.
|
[15] |
LI Xi-kui, Zienkiewica O C, XIE Y M.A nmnerical model for immiscible two-phase fluid flow in a porous medium and its time domain solution[J].Int J Numer Methods Eng, 1990, 30(6): 1195-1212.
|
[16] |
LI Xi-kui, Zienkiewicz O C.Multiphase flow in deforming porous media and finite elernent soluttion[J].Computers & Structures, 1992,45(2):211-227.
|
[17] |
Lewis R W, Schrefler B A.The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media[M].England: John Wiley & Sons Ltd, 1998.
|
[18] |
Lewis R W, Sukirman Y.Finite element modelling for simulating the surface subsidence above acompacting hyddrocarbon reservoir[J].Int J Numerical and Analytical Methods in Geo-Mechanics,1994,18: 619-639.
|
[19] |
Meroi E A, Schrefler B A.Large strain static and dynamic semi-saturated solild behavior[J].Int JNumerical and Analytical Methods in Geo-,ecjamocs in Geo-mechanics, 1995,19:81-106.
|
[20] |
LIXi-kui, Thomas H R, Fan YQ.Finite element methoc and comstitutive modelling and computationfor unsaturated soils[J].Computer Methods in Applied Mechanics and Eng,1999,169(1~2):135-159.
|
[21] |
AlonsoEE, GensA, JosaA.A constitutive model forpartially satutatedsoils[J].Geotechnique,1990,40(3):405-430.
|
[22] |
Zienkiewicz O C, TaylorR.The Finite Element Method,Vol.2[M].England: Butterworth-Heinemann,2000.
|
[23] |
Duxbury P G, LI Xi-kui.Development of elasto-plastic material models in a natural co-ordinate system[J].C omputer Methods in Appplied Mechanics and Eng, 1996,135(3~4):283-306.
|
[24] |
LI Xi-kui, Cescotto S.A mixed eleement method in gradient plasticity for pressure dependent Materials and modelling of strain localization[J].Computer Methods in Applied Mechancis and Engineering, 1997,144(3~4):287-305.
|