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R. Bijak

, Australia,1998. 9. M.A. Serna, A. Lopez, I. Puente, D.J. Yong, “Equivalent uniform moment factors for lateral-torsional buckling of steel members”, J. of Constructional Steel Research, 60:566-580, 2006. 10. T.A. Helwig, K.H. Frank, J.A. Yura, “Lateral-torsional buckling of singly symmetric I-beams”, J. Struct. Engng., ASCE, 123(9):1172-9, 1997. 11. R.Bijak, “Ogolny przypadek zwichrzenia belek o dwuteowym przekroju bisymetrycznym podpartych widełkowo, Zeszyty Naukowe Politechniki Rzeszowskiej 276, Budownictwo i Inżynieria

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M. Cundi

Mathematik, Universität Dortmund 139T, 1996; 9. J.B. Burland, On the compressibility and shear strength of natural clays, 30th Rankine lecture. Géotechnique 40(3), 329-378, 1990. 10. A. Gens, R. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks. [In:] A. Anagnostopoulos, F. Schlosser, N. Kalteziotis & R. Frank (ed.), Geotechnical Engineering of Hard Soils - Soft Rocks, Proc. IS-Athens’93: 485-494, Rotterdam: Balkema, 1993. 11. R