References
- [1] G
radkowski K., Load-bearing capacity of motor road pavements strengthened with geosynthetic materials, Warsaw University of Technology Publishing House, Warsaw, 2008, (in Polish). - [2] B
iot M.A., General theory of three-dimensional consolidation, J. Appl. Phys., 1941, No. 12, 155. - [3] B
iot M.A., General Solutions of the Equations of Elasticity and Consolidation of a Porous Material, J. Appl. Mech., 1956, 23. - [4] B
artlewska -Urban M., Strzelecki T., Effect of variation of temperature field on the process of thermal consolidation of tailings pond “Żelazny Most”, Studia Geotechnica et Mechanica, 2014, 36(2). - [5] K
ondracki J., Geograficzna mapa Polski, Państ. Wydaw. Naukowe, 1978. - [6] B
artlewska M., Determination of the effective parameters of cohesive soil rheological models, PhD thesis, Wrocław University of Technology, Faculty of Geoengineering, Mining and Geology, Wrocław, 2009, (in Polish). - [7] Geological Survey Plan, 2011.
- [8] FlexPDE professional v 6.0 manual.
- [9] B
artlewska -Urban M., Strzelecki T., Urban R., Determination of effective parameters of Biot model with the Kelvin–Voight rheological skeleton, Archives of Civil and Mechanical Engineering 01/2015. DOI: 10.1016/j.acme.2014.12.007. - [10] B
artlewska M., Strzelecki T., Equations of Biot consolidation with Kelvin–Voigt rheological frame, Studia Geotechnica et Mechanica, 2009, Vol. XXXI, No. 2, 3–15. - [11] B
artlewska M., Strzelecki T., One-dimensional consolidation of the porous medium with the rheological Kelvin–Voight skeleton, Studia Geotechnica et Mechanica, 2008, Vol. XXX, No. 1–2.