[1]
|
A. P. S. Selvadurai, “Elastic Analysis of Soil-Foundation Interaction,” Developments in Geotechnical Engineering, Vol. 17, 1979, pp. 7-9. http://dx.doi.org/10.1016/B978-0-444-41663-6.50005-1
|
[2]
|
E. Winkler, “Die Lehhre von der Eiastizitat und Festigkeit. Dominicus,” Prague, 1867.
|
[3]
|
C. V. G. Vallabhan and Y. C. Das, “Parametric Study of Beams on Elastic Foundations,” Journal of the Engineering Mechanics Division, Vol. 114, No. 12, 1988, pp. 2072-2082. http://dx.doi.org/10.1061/(ASCE)0733-9399(1988)114:12(2072)
|
[4]
|
M. M. Filonenko-Borodich, “Some Approximate Theories of the Elastic Foundation,” Uchenyie Zapiski Moskovskogo Gosudarstvennogo Universiteta, Vol. 46, 1940, pp. 3-18.
|
[5]
|
M. M. Filonenko-Borodich, “A Very Simple Model of an Elastic Foundation Capable of Spreading the Load,” Sb Tr. Mosk. Elektro. Inst. Inzh. Trans., No. 53, 1945.
|
[6]
|
M. Hetényi, “Beams on Elastic Foundation: Theory with Applications in the Fields of Civil and Mechanical Engineering,” University of Michigan Press, Ann Arbor, 1946.
|
[7]
|
P. L. Pasternak, “On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants,” Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture, Moscow, 1954.
|
[8]
|
E. Reissner, “Deflection of Plates on Viscoelastic Foundation,” Journal of Applied Mechanics, Vol. 80, 1958, pp. 144-145.
|
[9]
|
V. Z. Vlazov and U. N. Leontiev, “Beams, Plates and Shells on Elastic Foundations,” Israel Program for Scientific Translations, Jerusalem, 1966.
|
[10]
|
C. V. G. Vallabhan and Y. C. Das, “Modified Vlasov Model for Beams on Elastic Foundations,” Journal of Geotechnical Engineering, Vol. 117, No. 6, 1991, pp. 956-966. http://dx.doi.org/10.1061/(ASCE)0733-9410(1991)117:6(956)
|
[11]
|
M. A. Biot, “Bending of an Infinite Beam on an Elastic Foundation,” Journal of Applied Physics, Vol. 12, No. 2, 1937, pp. 155-164. http://dx.doi.org/10.1063/1.1712886
|
[12]
|
A. B. Vesic, “Beams on Elastic Subgrade and the Winkler’s Hypothesis,” Proceedings of 5th International Conference of Soil Mechanics, 1963, pp. 845-850.
|
[13]
|
H. Bund, “An Improved Method for Foundation Modulus in Highway Engineering,” EJGE, Vol. 14, 2009.
|
[14]
|
F. L. Liu, “Rectangular Thick Plates on Winkler Foundation: Deferential Quadrature Element Solution,” International Journal of Solids and Structures, Vol. 37, No. 12, 2000, pp. 1743-1763. http://dx.doi.org/10.1016/S0020-7683(98)00306-0
|
[15]
|
A. T. Daloglu and C. V. G. Vallabhan, “Values of k for Slab on Winkler Foundation,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 5, 2000, pp. 463-471. http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:5(463)
|
[16]
|
F. D. Fischer and E. Gamsjäger, “Beams on Foundation, Winkler Bedding or Half-Space—A Comparison,” Technische Mechanike, Vol. 2, 2008, pp. 152-155.
|
[17]
|
K. Yang, “Analysis of Laterally Loaded Drilled Shafts in Rock,” University of Akron, OH, 2006.
|
[18]
|
M. T. Henry, “Train-Induced Dynamic Response of Railway Track and Embankments on Soft Peaty Foundations,” University of Saskatchewan, Canada, 2007.
|
[19]
|
S. Arul, S. Seetharaman and Abraham, “Simple Formulation for the Flexure of Plates on Nonlinear Foundation,” Journal of Engineering Mechanics, Vol. 134, No. 1, 2008, pp. 110-115. http://dx.doi.org/10.1061/(ASCE)0733-9399(2008)134:1(110)
|