Nagórska M.: On a certain method of selection of domain for finite element modeling of the layered elastic half-space in the static analysis of flexible pavement. Archives of Civil Engineering, 58, 4, 2012, 477-501
Google Scholar

Złotowska M.: Dobór rozmiarów obszaru wielowarstwowej półprzestrzeni sprężystej do modelowania MES w analizie statycznej nawierzchni drogowej podatnej. Autobusy - Eksploatacja i Testy, 12, 2016, 1532-1535
Google Scholar

Tutka P., Nagórski R.: Walidacja modeli numerycznych nawierzchni drogowej podatnej z użyciem elementów nieskończonych. Autobusy - Eksploatacja i Testy, 12, 2016, 1400-1404
Google Scholar

Kim M.: Three-dimensional finite element analysis of flexible pavements considering nonlinear pavement foundation behavior. PhD dissertation, University of Illinois, Urbana, USA, 2007
Google Scholar

Nagórski R., Nagórska M.: Weryfikacja modeli skończenie elementowych w analizie statycznej konstrukcji nawierzchni drogowych podatnych. Prace Naukowe, Budownictwo, Oficyna Wydawnicza Politechniki Warszawskiej, Warszawa 2014
Google Scholar

Nishiyama T., Bhatti M.A., Lee H.D.: Development of 3-D finite element model to quantify bond level of thin concrete overlay. Transportation Research Board 82 Annual Meeting, 2003
Google Scholar

Bandeira A.A., Merighi J.V., Fortes R.M.: Finite element model to study structural pavements design - investigation in terms of stresses and strains considering elastoplastic frictional contact mechanics technologies. The Fifth International Conference on Maintenance and Rehabilitation of Pavements and Technological Control MAIREPAV5, Park City, Utah, USA, 2007
Google Scholar

Beer G., Meek J.L.: 'Infinite domain' elements. International Journal for Numerical Methods in Engineering, 17, 1, 1981, 43-52
Google Scholar

Elseifi M.A., Al-Qadi I.L., Yoo P.J.: Viscoelastic modeling and field validation of flexible pavements. Journal of engineering mechanics, 132, 2, 2006, 172-178
Google Scholar

Wang H., Al-Qadi I.L.: Importance of nonlinear anisotropic modeling of granular base for predicting maximum viscoelastic pavement responses under moving vehicular loading. Journal of Engineering Mechanics, 139, 1, 2012, 29-38
Google Scholar

Yang Y.B., Hung H.H.: A 2.5 D finite/infinite element approach for modelling visco-elastic bodies subjected to moving loads. International Journal for Numerical Methods in Engineering, 51, 11, 2001, 1317-1336
Google Scholar

Zbiciak A., Brzeziński K., Michalczyk R.: Analiza wpływu obciążeń dynamicznych na zachowanie się lepko-sprężystego modelu nawierzchni drogowej. Logistyka, 3, 2014, 7037-7045
Google Scholar

Wójcik-Grząba I., Kwaśniewski L.: Verification of the hemispherical finite element model of elastic space. Roads and Bridges - Drogi i Mosty, 14, 1, 2015, 67-79
Google Scholar

ABAQUS Analysis User’s Manual, Ver. 6.8, 2008. Hibbit, Karlsson & Sorensen Inc., USA, 2008
Google Scholar

Minhoto M., et al.: Predicting asphalt pavement temperature with a three-dimensional finite element method. Transportation Research Record: Journal of the Transportation Research Board, 1919, 2005, 96-110
Google Scholar

Al-Qadi I.L., Elseifi M., Yoo P.J.: In-situ validation of mechanistic pavement finite element modeling. In: International Conference on Accelerated Pavement Testing, 2, 2004, Minneapolis, Minnesota, USA
Google Scholar

Pirabarooban S., Zaman M., Tarefder R.A.: Evaluation of rutting potential in asphalt mixes using finite element modeling. In: The Transportation Factor, Annual Conference and Exhibition of the Transportation Association of Canada, Canada, 2003
Google Scholar

Zbiciak A.: Constitutive modelling and numerical simulation of dynamic behaviour of asphalt-concrete pavement. Engineering Transactions, 56, 4, 2008, 311-324
Google Scholar

Hopman P.C.: The Visco-Elastic Multilayer Program VEROAD. Heron, 41, 1, 1996, 71-91
Google Scholar