| 參考文獻 |
[1] Lee,K.,“Discussion on Terzaghi’s Concept of Consolidation,”
Geotechnique, Vol.34,No.1,pp. 131-132(1984).
[2] Richart, F.E.,“A Review of the Theories for Sand Drains,”
Proc.Am.Soc.civ.Engrs,SM3,No.1301,(1957).
[3] Lo,K.Y.,“Discussion on Rowe, Measurement of the Coefficient of
Consolidation of Lacustrine Clay,” Geotechnique, Vol 10,No 1,pp.
36-39(1960).
[4] Janbu, N.,“Consolidation of Clay Layers Basedon NonLinear Stress-
Strain,”Proc.6th Int. Conf.Soil Mech.Vol.
2,pp. 83-87(1965).
[5] Barden,L. and Berry,P.L.,“Consolidation of Normally Consolidated Clay,”
Pro.Am.Soc.Civ Engrs, SM5 ,No.4481, pp.15-35 (1965)
[6] Davis,E.H.and Raymond,G.P.,“A Non-Linear Theory of Consolidation,”
Geotechnique,Vol 15,No.2,pp.161-173 (1965).
[7] Gibson,R.E.,England,G.L.and Hussey,M.J.L.,“The Theory of One Dimensional
Consolidation of Saturated Clay: I.Finite Non-Linear Consolidation of Thin
Homogeneous Layers,” Geotechnique,Vol 17,pp.261-273(1967).
[8] Gibson, R.E., Schiffman,R.L.and Cargill,K.W.,“The Theory of One Dimesi-
onal Consolidation of Saturated Clay: Finite Non Linear Consolidation of
Thick Homogeneous Layers,” Can.Geotech.J﹒,Vol 18,pp.280-293(1981).
[9] Lei,H.C. and Chang,H.W.,“A List of Hodograph Transformations and Exactly
Linearizable Systems,”The Chinese Journal of Mechanics，Vol 12，No.3，
September (1996).
[10] Poskitt, T.J.,“The Consolidation of Saturated Clay with Variable Perm-
eability and Compressibility,” Geotechnique,Vol 19,No 2, pp. 234-252
(1969).
[11] Feldkamp,J.R.,“Permeability Measurement of Clay Pastes by a Non-Linear
Analysis of Transient Seepage Consolidation Tests,” Geotechnique,Vol.
39,No.1,pp.141-145(1989).
[12] Znidarcic,D.,Schiffman,R.L.,Pane,V.,Croce,P.,Ko,H.Y.and Olsen,H.W.,“ The
Theory of One Dimensional Consolidation of Saturated Clays: Constant Rate
of Deformation Testing and Analysis,” Geotechnique,Vol 36,No 2,pp.227-237
(1986).
[13] Feldkamp,J.R.,Swartzendruber,D.and Shainberg,I.,“Use of an Automated Ten-
sion Cell to Measure Physical Properties of Consolidation System,”Col-
loid Polymer Sci., Vol 261,pp. 277-285(1983).
[14] Croce,P.,Pane,V.,Znidarcic, D.,Ko, H.Y.,Olsen,H.W. and Schiffman,R.L.,
“Evaluation of Consolidation Theories by Centrifugal Modelling,” Proc.
Conf.Applications of Centrifugal Modelling to Geotechnical Design, Manch-
ester University, pp. 380-401(1984).
[15] Mikasa,M.and Takada, N.,“Selfweight Consolidation of Very Soft Clay by
Centrifuge,” In Sedimentation /Consolidation Models ,pp.121-140(eds
R.N.Yong and F.C. Townsend).New York :American Society of Civil Engineers
(1984).
[16] Schiffman,R.L.,Pane,V. and Gibson ,R.E.,“The Theory of OneDimensional
Consolidation of Saturated Clays: Ⅵ an Overview of Nonlinear Finite
Strain Sedimentation and Consolidation,”In Sedimentation / Consolidation
Models,pp 1-29(eds R.N.Yong and F.C. Townsend).New York: American Society
of Civil Engineers(1984).
[17] Chakarbarty, J.,“Theory of Plasticity,”McGraw-Hill, New York(1987).
[18] Hill,R.,“The Mathematical Theory of Plasticity,”Oxford University
Press,London(1950).
[19] Whiteam,G.B.,“Linear and Nonlinear Waves,” Wiley,New York(1974).
[20] Courant,R. and Friedrich,K.O.,“Supersonic Flow and Shock Waves,”
Springer-Verlag, New York(1948).
[21] Courant,R.and Hibbert,D.,“Methods of Mathemmatical Physics(Vol. 2),”
Inter-science Publishers, New York (1962).
[22] Garabedian,P.R.,“Partial Differential Equation,”Chelsea Publishing
Company,New York(1986).
[23] M.R.Spiegel,p252,formula 128
[24] Mikasa,M. and Takada,N., ”Selfweight Consolidation of Very Soft Clay by
Centrifuge,” In Sedimentation /Consolidation Models, pp. 121-140(eds.
R. N. Yong and F. C. Townsend),New York:American Society of Civil Engi-
neers. |
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