|
參考文獻[1] Lee,K.,“Discussion on Terzaghi’s Concept of Consoli- dation,” Geotechnique, Vol.34,No.1,pp. 131-132(1984).[2] Richart, F.E.,“A Review of the Theories for Sand Dr- ains,” Proc.Am.Soc.civ.Engrs,SM3,No.1301,(1957).[3] Lo,K.Y.,“Discussion on Rowe, Measurement of the Coe- fficient of Consolidation of Lacustrine Clay,” Geote- chnique, Vol 10,No 1,pp. 36-39(1960).[4] Janbu, N.,“Consolidation of Clay Layers Basedon Non- Linear 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 The -ory of One Dimensional 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 Trans -formations and Exactly Linearizable Systems,”The Ch -inese Journal of Mechanics,Vol 12,No.3,September 1996.[10] Poskitt, T.J.,“The Consolidation of Saturated Clay with Variable Permeability and Compressibility,” Geo -technique,Vol 19,No 2, pp. 234-252 (1969).[11] Feldkamp,J.R.,“Permeability Measurement of Clay Pas -tes by a Non-Linear Analysis of Transient Seepage Co -nsolidation 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 Con -solidation 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.,“U -se of an Automated Tension Cell to Measure Physical Properties of Consolidation System,” Colloid 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, Manchest -er University, pp. 380-401(1984).[15] Mikasa,M.and Takada, N.,“Selfweight Consolidation of Very Soft Clay by Centrifuge,” In Sedimentation /Conso -lidation Models ,pp.121-140(eds R.N.Yong and F.C. Tow -nsend).New York :American Society of Civil Engineers (1984).[16] Schiffman,R.L.,Pane,V. and Gibson ,R.E.,“The Theory of One-Dimensional Consolidation of Saturated Clays: an Overview of Nonlinear Finite Strain Sedimentation and Consolidation,”In Sedimentation / Consolidation Mode- ls,pp 1-29(eds R.N.Yong and F.C. Townsend).New York: Am -erican Society of Civil Engineers(1984).[17] Chakarbarty, J.,“Theory of Plasticity,”McGraw-Hill, New York(1987).[18] Hill,R.,“The Mathematical Theory of Plasticity,”Oxfo -rd 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,”Che -lsea Publishing Company,New York(1986).[23] M.R.Spiegel,p252,formula 128
|