Rotaru A., Bejan F., Almohamad D., Sustainable Slope Stability Analysis: A critical Study on Methods, Sustainability, 14(14):8847, (2022).
Aniculăesi M., Lungu I., Bejan F., Indirect estimation of swelling pressure from routinely determinined geotechnical parameters, Bulletin of the Polytechnic Institute of Jassy, Constructions. Architecture, Section 66(70)(3):53-65, (2020)
Bejan F., Comparative Study of Semi-Probabilistic and Probabilistic Approaches for Slope Stability Assessment. Study Case, Bulletin of the Polytechnic Institute of Jassy, Constructions. Architecture, Section 65(69)(4):43-56, (2019).
Popa C., Mușat V., Bejan F., Numerical and Analytical Analysis of Foundation Behavior on Soil Reinforced With Rigid Inclusions, Acta Technica Napocensis: Civil Engineering & Architecture, Volume 61, No. 1, (2018).
Bejan F., Teodoru I.B., Allowable pressure for rigid strip foundations, Bulletin of the Polytechnic Institute of Jassy, Constructions. Architecture, Section 62(66)(4):39-52, (2016).
Nicuță A., Ilaș A., Aniculăesi M., Bejan F., Studii și cercetări penetrometrice dinamice pe șesul Râului Bahlui, A XIII-a Conferință Națională de Geotehnică și Fundații, Cluj-Napoca, România, (2016).
Teodoru I.B., Bejan F., Pastia C., Septimiu L., Design Charts for Embedded Earth Retaining Walls According to Eurocode 7, Conference: 15th International Multidisciplinary Scientific GeoConference SGEM 2015, Sofia, Volume: 2 (2015).
Luca S., Pastia C., Budescu M., Teodoru I.B., Bejan F., Evaluation of seismic energy in structures using passive fluid dampers, 15-th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining, Albena, Bulgaria, Volume: III (2015).
Bejan F., The initial critical pressure for bridge foundations, XV Danube – European Conference on Geotechnical Engineering (DECGE 2014), Vienna, Austria.
Teodoru I.B., Bejan F., Application of Numerical Methods in Design of Embedded Retaining Structures According to Eurocode 7, Bulletin of the Polytechnic Institute of Jassy, Constructions. Architecture, Section LIX (LXIII)(5):171-180 (2013).
Bejan F., Presiunea critică inițială pentru fundații circulare, Al VI-lea Simpozion Naţional “Creaţii universitare 2013”, Iași, România.
Bejan F., Presiunea critică iniţială pentru fundaţii continue perfect rigide, Workshop „Tendințe și cerințe de interdisciplinaritate în cercetare”, Iași, România, (2013).
Stanciu A., Lungu I., Bejan F., Calculul presiunii critice inițiale a terenului de fundare, A XII-a Conferință Națională de Geotehnică și Fundații, Iași, România, Volume: 2, 711-719, (2012).
Bejan F., Presiunile de contact pe talpa fundațiilor continue rigide, Al VI-lea Simpozion Național Creații universitare, Iași, (2012).
Bejan F., The influence of the load eccentricity on the magnitude of the initial critical pressure of the foundation soil, 22nd European Young Geotechnical Engineers Conference EYGEC 2012: Setting the Scene for Future European Geotechnical Research, Gothenburg, Sweden.
Bejan F., Stanciu A., The influence of load inclination on the magnitude of the initial critical pressure of the foundation soil, 14th International Conference of postgraduate students – JUNIORSTAV 2012, Brno.
Stanciu A., Lungu I., Bejan F., Aniculăesi M., Mohr-Coulomb plasticity criterion applied in the 3D stress state, particularly for the Bahlui clay – Romania, International Conference DEDUCON 70 – Sustainable development in civil engineering, Iași (2011).
Stanciu A., Lungu I., Bejan F., Computation of the initial critical pressure based on the hardening soil criterion for the foundation soil, International Conference DEDUCON 70 – Sustainable development in civil engineering, Iași (2011).