| A modified Hoek–Brown failure criterion for anisotropic intact rock H Saroglou, G Tsiambaos International Journal of Rock Mechanics and Mining Sciences 45 (2), 223-234, 2008 | 283 | 2008 |
| Index properties and strength variation controlled by microstructure for sedimentary rocks N Sabatakakis, G Koukis, G Tsiambaos, S Papanakli Engineering geology 97 (1-2), 80-90, 2008 | 248 | 2008 |
| Considerations on strength of intact sedimentary rocks G Tsiambaos, N Sabatakakis Engineering Geology 72 (3-4), 261-273, 2004 | 243 | 2004 |
| Geotechnical and kinematic parameters affecting the coefficients of restitution for rock fall analysis P Asteriou, H Saroglou, G Tsiambaos International Journal of Rock Mechanics and Mining Sciences 54, 103-113, 2012 | 179 | 2012 |
| Geotechnical properties of the Corinth Canal marls AG Anagnostopoulos, N Kalteziotis, GK Tsiambaos, M Kavvadas Geotechnical & Geological Engineering 9, 1-26, 1991 | 126 | 1991 |
| Excavatability assessment of rock masses using the Geological Strength Index (GSI) G Tsiambaos, H Saroglou Bulletin of Engineering Geology and the Environment 69, 13-27, 2010 | 124 | 2010 |
| Rockfall hazard and risk assessment: an example from a high promontory at the historical site of Monemvasia, Greece H Saroglou, V Marinos, P Marinos, G Tsiambaos Natural Hazards and Earth System Sciences 12 (6), 1823-1836, 2012 | 89 | 2012 |
| Empirical estimation of shear wave velocity from in situ tests on soil formations in Greece G Tsiambaos, N Sabatakakis Bulletin of Engineering Geology and the Environment 70, 291-297, 2011 | 75 | 2011 |
| Empirical correlations of soil parameters based on cone penetration tests (CPT) for Greek soils A Anagnostopoulos, G Koukis, N Sabatakakis, G Tsiambaos Geotechnical & geological engineering 21, 377-387, 2003 | 73 | 2003 |
| Empirical model for predicting rockfall trajectory direction P Asteriou, G Tsiambaos Rock Mechanics and Rock Engineering 49, 927-941, 2016 | 67 | 2016 |
| Effect of impact velocity, block mass and hardness on the coefficients of restitution for rockfall analysis P Asteriou, G Tsiambaos International Journal of Rock Mechanics and Mining Sciences 106, 41-50, 2018 | 66 | 2018 |
| Stabilization of embankment foundations by using stone columns ST Christoulas, CH Giannaros, G Tsiambaos Geotechnical & Geological Engineering 15, 247-258, 1997 | 63 | 1997 |
| UAV-based mapping, back analysis and trajectory modeling of a coseismic rockfall in Lefkada island, Greece C Saroglou, P Asteriou, D Zekkos, G Tsiambaos, M Clark, J Manousakis Natural Hazards and Earth System Sciences 18 (1), 321-333, 2018 | 61 | 2018 |
| The anisotropic nature of selected metamorphic rocks from Greece G Saroglou, H., Tsiambaos Journal of the Southern African Institute of Mining and Metallurgy 104 (4 …, 2004 | 54* | 2004 |
| Determination of rock strength and deformability of intact rocks GP Tziallas, G Tsiambaos, H Saroglou Electronic Journal of Geotechnical Engineering 14 (1), e12, 2009 | 48 | 2009 |
| Parametric model for conceptual cost estimation of concrete bridge foundations N Fragkakis, S Lambropoulos, G Tsiambaos Journal of infrastructure systems 17 (2), 66-74, 2011 | 46 | 2011 |
| Determination of mechanical properties of flysch using laboratory methods GP Tziallas, H Saroglou, G Tsiambaos Engineering Geology 166, 81-89, 2013 | 43 | 2013 |
| Correlation of mineralogy and index properties with residual strength of Iraklion marls G Tsiambaos Engineering Geology 30 (3-4), 357-369, 1991 | 39 | 1991 |
| Slope movements in the Greek territory: A statistical approach G Koukis, G Tsiambaos, N Sabatakakis International congress International Association of Engineering Geology …, 1994 | 35 | 1994 |
| Landslide movements in Greece: engineering geological characteristics and environmental consequences G Koukis, G Tsiambaos, N Sabatakakis Engineering Geology and the Environment, 789-792, 1997 | 34 | 1997 |
Pavlos AsteriouAssistant Professor, Department of Civil Engineering, Democritus University of ThraceΗ διεύθυνση ηλεκτρονικού ταχυδρομείου έχει επαληθευτεί στον τομέα civil.duth.gr
