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1 Co kun, "The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load" 22 : 151-161, 2003
2 De Rosa, M.A., "The influence of concentrated masses and Pasternak soil on the free vibrations of Euler beams-exact solution" 212 (212): 573-581, 1998
3 Celep, Z., "Symmetrically loaded beam on a two-parameter tensionless foundation" 27 (27): 555-574, 2007
4 Filonenko-Borodich, M.M., "Some approximate theories of the elastic foundation" (46) : 3-18, 1940
5 Maheshwari, P., "Response of beams on a tensionless extensible geosynthetic-reinforced earth bed subjected to moving loads" 31 : 537-548, 2004
6 Zhang, Y., "Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading" 41 : 6745-6758, 2004
7 Rao, N.V.S.K., "Onset of separation betwen a beam and tensionless elastic foundation due to moving loads" 41 : 303-305, 1974
8 Weitsman, Y., "Onset of separation between a beam and tensionless elastic foundation under a moving load" 13 : 707-711, 1971
9 Weitsman, Y., "On foundations that react in compression only" 37 (37): 1019-1030, 1970
10 Pasternak, P.L., "On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants (in Russian), Gosudarstvennoe Izdatelstvo Literaturi po Stroitelstvu i Arkhitekture, Moscow, USSR"
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