| Stress analysis of buried steel pipelines at strike-slip fault crossings DK Karamitros, GD Bouckovalas, GP Kouretzis Soil Dynamics and Earthquake Engineering 27 (3), 200-211, 2007 | 435 | 2007 |
| An analytical method for strength verification of buried steel pipelines at normal fault crossings DK Karamitros, GD Bouckovalas, GP Kouretzis, V Gkesouli Soil Dynamics and Earthquake Engineering 31 (11), 1452-1464, 2011 | 193 | 2011 |
| Insight into the seismic liquefaction performance of shallow foundations DK Karamitros, GD Bouckovalas, YK Chaloulos Journal of Geotechnical and Geoenvironmental Engineering 139 (4), 599-607, 2013 | 116 | 2013 |
| Numerical analysis of liquefaction-induced bearing capacity degradation of shallow foundations on a two-layered soil profile DK Karamitros, GD Bouckovalas, YK Chaloulos, KI Andrianopoulos Soil Dynamics and Earthquake Engineering 44, 90-101, 2013 | 92 | 2013 |
| Analysis of buried pipelines subjected to ground surface settlement and heave GP Kouretzis, DK Karamitros, SW Sloan Canadian geotechnical journal 52 (8), 1058-1071, 2015 | 87 | 2015 |
| Seismic settlements of shallow foundations on liquefiable soil with a clay crust DK Karamitros, GD Bouckovalas, YK Chaloulos Soil Dynamics and Earthquake Engineering 46, 64-76, 2013 | 87 | 2013 |
| Experimental and numerical modelling of buried pipelines crossing reverse faults HE Demirci, S Bhattacharya, D Karamitros, N Alexander Soil Dynamics and Earthquake Engineering 114, 198-214, 2018 | 84 | 2018 |
| Integral abutment bridges: investigation of seismic soil‐structure interaction effects by shaking table testing G Fiorentino, C Cengiz, F De Luca, G Mylonakis, D Karamitros, M Dietz, ... Earthquake Engineering & Structural Dynamics 50 (6), 1517-1538, 2021 | 53 | 2021 |
| Insight into the seismic response of earth dams with an emphasis on seismic coefficient estimation KI Andrianopoulos, AG Papadimitriou, GD Bouckovalas, DK Karamitros Computers and Geotechnics 55, 195-210, 2014 | 45 | 2014 |
| Seismic verification of long cylindrical underground structures considering Rayleigh wave effects GP Kouretzis, GD Bouckovalas, DK Karamitros Tunnelling and Underground Space Technology 26 (6), 789-794, 2011 | 42 | 2011 |
| Pile response in submerged lateral spreads: Common pitfalls of numerical and physical modeling techniques YK Chaloulos, GD Bouckovalas, DK Karamitros Soil Dynamics and Earthquake Engineering 55, 275-287, 2013 | 33 | 2013 |
| Trench effects on lateral py relations for pipelines embedded in stiff soils and rocks YK Chaloulos, GD Bouckovalas, DK Karamitros Computers and Geotechnics 83, 52-63, 2017 | 28 | 2017 |
| Development of a numerical algorithm for the dynamic elastoplastic analysis of geotechnical structures in two and three dimensions DK Karamitros Dept of Civil Engineering, NTUA, Athens, 2010 | 28 | 2010 |
| Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: analytical evaluation and experimental validation MG Durante, D Karamitros, L Di Sarno, S Sica, CA Taylor, G Mylonakis, ... Soil Dynamics and Earthquake Engineering 75, 44-54, 2015 | 26 | 2015 |
| Compatibility of EC-8 ground types and site effects with 1-D wave propagation theory GD Bouckovalas, AG Papadimitriou, DK Karamitros ETC12 Workshop: Geotechnical Evaluation and Application of the Seismic …, 2006 | 24 | 2006 |
| Analysis of liquefaction effects on ultimate pile reaction to lateral spreading YK Chaloulos, GD Bouckovalas, DK Karamitros Journal of Geotechnical and Geoenvironmental Engineering 140 (3), 04013035, 2014 | 21 | 2014 |
| Effect of soil–structure interaction on nonlinear dynamic response of reinforced concrete structures C Mourlas, N Khabele, HA Bark, D Karamitros, F Taddei, G Markou, ... International Journal of Structural Stability and Dynamics 20 (13), 2041013, 2020 | 20 | 2020 |
| Buried pipelines with bends: analytical verification against permanent ground displacements DK Karamitros, C Zoupantis, GD Bouckovalas Canadian Geotechnical Journal 53 (11), 1782-1793, 2016 | 20 | 2016 |
| Effective stress analysis for the seismic response of shallow foundations on liquefiable sand KI Andrianopoulos, GD Bouckovalas, DK Karamitros, AG Papadimitriou Numerical methods in geotechnical engineering, 211-216, 2006 | 18 | 2006 |
| Zone of excessive ground surface distortion due to dip-slip fault rupture A Papadimitriou, D Loukidis, G Bouckovalas, D Karamitros Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering 1583, 2007 | 12 | 2007 |
George BouckovalasProfessor, Department of Civil Engineering, NTUAVerified email at central.ntua.gr
