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 | 111 | 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 | 89 | 2013 |
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 | 84 | 2013 |
A fabric-based sand plasticity model with reversal surfaces within anisotropic critical state theory AG Papadimitriou, YK Chaloulos, YF Dafalias Acta Geotechnica 14 (2), 253-277, 2019 | 56 | 2019 |
Lateral soil–pipeline interaction in sand backfill: effect of trench dimensions YK Chaloulos, GD Bouckovalas, SD Zervos, AL Zampas Computers and Geotechnics 69, 442-451, 2015 | 48 | 2015 |
Ground response at liquefied sites: seismic isolation or amplification? GD Bouckovalas, YZ Tsiapas, AI Theocharis, YK Chaloulos Soil Dynamics and Earthquake Engineering 91, 329-339, 2016 | 42 | 2016 |
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 |
Seismic liquefaction performance of strip foundations: effect of ground improvement dimensions VE Dimitriadi, GD Bouckovalas, YK Chaloulos, AS Aggelis Soil Dynamics and Earthquake Engineering 106, 298-307, 2018 | 29 | 2018 |
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 |
Fabric effects on strip footing loading of anisotropic sand YK Chaloulos, AG Papadimitriou, YF Dafalias Journal of Geotechnical and Geoenvironmental Engineering 145 (10), 04019068, 2019 | 23 | 2019 |
Liquefaction-induced settlements of residential buildings subjected to induced earthquakes YK Chaloulos, A Giannakou, V Drosos, P Tasiopoulou, J Chacko, ... Soil Dynamics and Earthquake Engineering 129, 105880, 2020 | 21 | 2020 |
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 |
Parametric analysis of single pile response in laterally spreading ground AI Valsamis, GD Bouckovalas, YK Chaloulos Soil Dynamics and Earthquake Engineering 34 (1), 99-110, 2012 | 19 | 2012 |
Cyclic lateral response of OWT bucket foundations in sand: 3D coupled effective stress analysis with Ta-Ger model P Tasiopoulou, Y Chaloulos, N Gerolymos, A Giannakou, J Chacko Soils and Foundations 61 (2), 371-385, 2021 | 17 | 2021 |
Aggravation of the peak seismic acceleration in the vicinity of 2D hills, canyons and slopes AG Papadimitriou, Y Chaloulos Missouri University of Science and Technology, 2010 | 14 | 2010 |
3D and 2D simulations of liquefaction-induced settlements of shallow foundations using Ta-Ger model P Tasiopoulou, Y Chaloulos, N Gerolymos, A Giannakou, J Chacko Earthquake Geotechnical Engineering for Protection and Development of …, 2019 | 10 | 2019 |
Seismic analysis of a model tension leg supported wind turbine under seabed liquefaction YK Chaloulos, YZ Tsiapas, GD Bouckovalas Ocean Engineering 238, 109706, 2021 | 9 | 2021 |
Kinematic interaction of piles in laterally spreading ground G Bouckovalas, Y Chaloulos Bulletin of Earthquake Engineering 12, 1221-1237, 2014 | 9 | 2014 |
Performance based design of Tension Leg Platforms under seismic loading and seabed liquefaction: A feasibility study YZ Tsiapas, YK Chaloulos, GD Bouckovalas, KN Bazaios Soil Dynamics and Earthquake Engineering 150, 106894, 2021 | 7 | 2021 |
Numerical investigation of pile response under liquefaction and ground lateral spreading YK Chaloulos PhD Thesis, Dept of Civil Engineering, NTUA, Athens, 2012 | 7 | 2012 |