[1]
|
K. Terzaghi, “Die Berechnung der Durchlassigkeitsziffer des Tones aus Dem Verlauf der Hidrodynamichen Span-nungserscheinungen Akademie der Wissenschaften in Wien,” Mathematish-Naturwissen-Schaftiliche Klasse, Vol. 132, 1923, pp. 125-138.
|
[2]
|
K. Terzaghi and O. K. Fröhlich, “Theorie der Setzung von Tonschichte,” Franz Deuticke, Leipzig/Wien, 1936.
|
[3]
|
T. W. Lambe and R. W. Whitman, “Soil Mechanics,” John Wiley & Sons, New York, 1969.
|
[4]
|
K. Terzaghi, “Principles of Soil Mechanics: I—Phenomena of Cohesion of Clays,” Engineering News-Record, Vol. 95, No. 19, 1925, pp. 742-746.
|
[5]
|
A. Casagrande, “Structure of Clay and Its Importance in Foundation Engineering,” Journal of Boston Society of Civil Engineers, Vol. 19, No. 14, 1932, pp. 168-209.
|
[6]
|
G. Gilboy, “Improved Soil Testing Methods,” Engineering News Record, 21 May 1936.
|
[7]
|
P. C. Rutledge, “Relation of Undisturbed Sampling in Laboratory Testing,” Tr. Am. Soc. C.E., No. 109, 1944.
|
[8]
|
C. Viggiani, “Foundations,” Hevelius Editore, Benevento, 1999.
|
[9]
|
R. Nova, “Fundamental of Soil Mechanics,” McGraw-Hill, Milano, 2002.
|
[10]
|
R. Lancellotta, “Geotechnical,” 3rd Edition, Zanichelli Editore, Bologna, 2004.
|
[11]
|
M. A. Biot, “General Theory of Three-Dimensional Consolidation,” Journal of Applied Physics, Vol. 12, No. 2, 1941, pp. 155-164.
|
[12]
|
M. A. Biot and F. M. Clingan, “Consolidation Settlement of Soil with an Impervious to Surface,” Journal of Applied Physics, Vol. 12, No. 7, 1941, pp. 578-581.
|
[13]
|
J. Mandel, “Consolidation des Couches d’Argille,” Proc. IV ICSMFE, London, 1957.
|
[14]
|
J. De Jong, “Application of Stress Function to Consolidation Problems,” Proc. IV ICSMFE, London, 1957.
|
[15]
|
R. E. Gibson and J. McNamee, “The Consolidation Settlement of a Load Uniformly Distributed over a Rectangular Area,” Proc. IV ICSMFE, London, 1957.
|
[16]
|
J. McNamee and R. E. Gibson, “Plane Strain and Axially Symmetric Problems of the Consolidation of a Semi Infinite Clay Stratum,” Quarterly Journal of Mechanics and Applied Mathematics, Vol. 13, No. 2, 1960, pp. 210-217.
|
[17]
|
J. Mandel, “Tassements Produits par la Consolidation d’une Couche d’Argille de Grande Epaisseur,” Proc. V ICSMFE, Paris, 1961.
|
[18]
|
C. W. Cryer, “A Comparison of the 3-Dimensional Theories of Biot and Terzaghi,” Quarterly Journal of Mechanics and Applied Mathematics, Vol. 16, 1963, pp. 401-412.
|
[19]
|
R. L. Schiffman and A. Fungaroli, “Consolidation Due to Tangential Loads,” Proc. VI ICSMFE, Montreal, 1965.
|
[20]
|
R. E. Gibson, J. K. L. Schiffman and S. L. Pu, “Plain Strain and Axially Symmetric Consolidation of a Clay Layer of Limited Thickness,” University of Illinois, Mate Report, 1967, pp. 67-74.
|
[21]
|
R. L. Schiffman, A. T. F. Chen and J. C. Jordan, “An Analisys of Consolidation Theories,” Proceedings of the American Society of Civil Engineers, Vol. 98, No. SM1, 1969, pp. 285-312.
|
[22]
|
P. A. Vermeer and A. Verruijt, “An Accuracy Condition for Consolidation by Finite Element,” International Journal for Numerical Analytical Methods in Geomechanics, Vol. 5, No. 1, 1981, pp. 1-14.
doi:10.1002/nag.1610050103
|
[23]
|
T. J. R. Hughes, “The Finite Element Method,” Prentice-Hall, Upper Saddle River, 1987.
|
[24]
|
D. W. Taylor, “Fundamental of Soil Mechanics,” Jonh Wiley & Sons, New York, 1948.
|