| Sustainable slope stability analysis: A critical study on methods A Rotaru, F Bejan, D Almohamad Sustainability 14 (14), 8847, 2022 | 11 | 2022 |
| Numerical and Analytical Analysis of Foundation Behavior on Soil Reinforced With Rigid Inclusions. CC Popa, V Mușat, F Bejan Acta Technica Napocensis: Civil Engineering & Architecture 61 (1), 2018 | 4 | 2018 |
| COMPUTATION OF THE INITIAL CRITICAL PRESSURE BASED ON THE HARDENING SOIL CRITERION FOR THE FOUNDATION SOIL A Stanciu, I Lungu, F Bejan The International Conference DEDUCON 70 - Sustainable Development in Civil …, 2011 | 3 | 2011 |
| ALLOWABLE PRESSURE FOR RIGID STRIP FOUNDATIONS F Bejan, IB Teodoru The Bulletin of the Polytechnic Institute of Jassy, Construction …, 2016 | 2 | 2016 |
| EVALUATION OF SEISMIC ENERGY IN STRUCTURES USING PASSIVE FLUID DAMPERS SG Luca, C Pastia, M Budescu, IB Teodoru, F Bejan | 2 | 2015 |
| Comparative Study of Semi-Probabilistic and Probabilistic Approaches for Slope Stability Assessment. Study Case F Bejan Bulletin of the Polytechnic Institute of Iasi-Construction & Architecture …, 2019 | 1 | 2019 |
| APPLICATION OF NUMERICAL METHODS IN DESIGN OF EMBEDDED RETAINING STRUCTURES ACCORDING TO EUROCODE 7. IB Teodoru, A Stanciu, I Lungu, F Bejan Bulletin of the Polytechnic Institute of Iasi-Construction & Architecture …, 2013 | 1 | 2013 |
| PRESIUNEA CRITICĂ INIȚIALĂ PENTRU FUNDAȚII CONTINUE PERFECT RIGIDE F Bejan Workshop „Tendințe și cerințe de interdisciplinaritate în cercetare”, 21-30, 2013 | 1* | 2013 |
| THE INFLUENCE OF THE LOAD ECCENTRICITY ON THE MAGNITUDE OF THE INITIAL CRITICAL PRESSURE OF THE FOUNDATION SOIL F Bejan EYGEC 2012: Setting the Scene for Future European Geotechnical Research …, 2012 | 1 | 2012 |
| MOHR-COULOMB PLASTICITY CRITERION APPLIED IN THE 3D STRESS STATE, PARTICULARLY FOR THE BAHLUI CLAY - ROMANIA A Stanciu, I Lungu, F Bejan, M Aniculăesi The International Conference DEDUCON 70 - Sustainable Development in Civil …, 2011 | 1 | 2011 |
| The influence of soil specimens shape and dimensions on consolidation parameters used in foundation settlement prediction AV Dascălu, I Lungu, M Aniculăesi, F Bejan IOP Conference Series: Materials Science and Engineering 1304 (1), 012020, 2024 | | 2024 |
| Digital solutions in the determination of bearing capacity for straight and stepped mat foundations on sloping ground F Bejan, M Aniculăesi, CV Gafincu, I Lungu IOP Conference Series: Materials Science and Engineering 1304 (1), 012033, 2024 | | 2024 |
| Indirect Estimation of Swelling Pressure from Routinely Determined Geotechnical Parameters M ANICULĂESI, I Lungu, F Bejan Bulletin of the Polytechnic Institute of Iasi-Construction & Architecture …, 2020 | | 2020 |
| Construction management in zones with landslide risk I LUNGU, J COPILAU, A STANCIU, F BEJAN ce/papers 2 (2-3), 341-346, 2018 | | 2018 |
| STUDII ȘI CERCETĂRI PENETROMETRICE DINAMICE PE ȘESUL RÂULUI BAHLUI A Nicuță, A Ilaș, M Aniculăesi, F Bejan A XIII-a Conferinţă Naţională de Geotehnică și Fundații, 2016 | | 2016 |
| DESIGN CHARTS FOR EMBEDDED EARTH RETAINING WALLS ACCORDING TO EUROCODE 7 IB Teodoru, F Bejan, C Pastia, SG Luca International Multidisciplinary Scientific GeoConference: SGEM 2, 231, 2015 | | 2015 |
| THE INITIAL CRITICAL PRESSURE FOR BRIDGE FOUNDATIONS F Bejan, A Stanciu, I Lungu XV Danube-European Conference on Geotechnical Engineering - DECGE 2014, 861-866, 2014 | | 2014 |
| Conlucrarea fundație - teren în calculul capacității portante a terenului de fundare F Bejan Gheorghe Asachi Technical University of Iasi, 2013 | | 2013 |
| CALCULUL PRESIUNII CRITICE INIȚIALE A TERENULUI DE FUNDARE A Stanciu, I Lungu, F Bejan A XII-a Conferință Națională de Geotehnică și Fundații, 711-719, 2012 | | 2012 |
| PRESIUNILE DE CONTACT PE TALPA FUNDAȚIILOR CONTINUE RIGIDE F Bejan Al V-lea Simpozion Naţional „Creaţii universitare 2012”, 35-44, 2012 | | 2012 |
Iancu-Bogdan TeodoruUniversitatea Tehnică „Gheorghe Asachi” din Iași在 tuiasi.ro 的电子邮件经过验证
