{"id":25,"date":"2023-08-17T09:37:06","date_gmt":"2023-08-17T09:37:06","guid":{"rendered":"https:\/\/new.engeolab.gr\/?page_id=25"},"modified":"2023-08-25T08:18:22","modified_gmt":"2023-08-25T08:18:22","slug":"%ce%bc%ce%b5%cf%84%ce%b1%cf%80%cf%84%cf%85%cf%87%ce%b9%ce%b1%ce%ba%ce%ad%cf%82-%ce%b4%ce%b9%cf%80%ce%bb%cf%89%ce%bc%ce%b1%cf%84%ce%b9%ce%ba%ce%ad%cf%82-%ce%b5%cf%81%ce%b3%ce%b1%cf%83%ce%af%ce%b5%cf%82","status":"publish","type":"page","link":"https:\/\/engeolab.gr\/en\/%ce%bc%ce%b5%cf%84%ce%b1%cf%80%cf%84%cf%85%cf%87%ce%b9%ce%b1%ce%ba%ce%ad%cf%82-%ce%b4%ce%b9%cf%80%ce%bb%cf%89%ce%bc%ce%b1%cf%84%ce%b9%ce%ba%ce%ad%cf%82-%ce%b5%cf%81%ce%b3%ce%b1%cf%83%ce%af%ce%b5%cf%82\/","title":{"rendered":"Geology for Ground Engineering Projects and Rock Mechanics"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"25\" class=\"elementor elementor-25\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3a2a868 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3a2a868\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-727428c\" data-id=\"727428c\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5fedbcc elementor-widget elementor-widget-heading\" data-id=\"5fedbcc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Geology for Ground Engineering Projects and Rock Mechanics <\/h2>\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-1115540 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"1115540\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-3b4f4e7\" data-id=\"3b4f4e7\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-b179f25 elementor-widget elementor-widget-text-editor\" data-id=\"b179f25\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<ol><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Doubris Nikolaos<\/strong>, 1997, \"Technological conditions and landslide phenomena in the Greek area. Overview and statistical consideration. Study of unstable zones in the prefecture of Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Melekis Georgios<\/strong>, 1997, \"Estimation of static and dynamic parameters of soil formations in the Greek area from on-site tests\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Bourounis X<\/strong>., 1997, \"Physical-mechanical characteristics of rocks in the Greek area and their correlations\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Mytsikidou E.<\/strong>, 1997, \"Uncontrolled waste disposal. Environmental impacts and remediation methods. The case of the Zakynthos landfill\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Dialynas Georgios<\/strong>, 1999, \"Technological conditions and geotechnical problems in the archaeological sites and monuments of the wider area of \u200b\u200bthe city of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Galanis Ioannis<\/strong>, 1999, \"Geotechnical consideration of the wider area of \u200b\u200bthe city of Sparta in relation to residential suitability\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Dimitrakopoulou Aikaterini<\/strong>, 1999, \"Geotechnical characteristics of the wider area of \u200b\u200bthe city of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Georgios Angelopoulos,<\/strong> 2001, \"Critical application of RMR, GSI and GSI rock mass classification systems for heterogeneous masses such as flysch. The case of the Evinos dam drainage tunnel \u00bb<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Mentzelopoulos Bl<\/strong>, 2001, \"Laboratory determination of physical and mechanical parameters in rocky limestone material. Shear strength parameters and estimation of the mi\u00bb<\/span> constant<\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Mourtas Dimitrios<\/strong>, 2001, \"Mapping the technical-geological environment of the city of Patras - GIS application\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Nicolaou Lambros<\/strong>, 2001, \"Comparative consideration of RMR and GSI rock mass classification systems \u2013 Applications to rock slope stability assessment\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Ksirokostas Th.<\/strong>, 2001, \"Investigation of technical geological conditions of the geological formations of the wide bypass of the city of Patras (X.\u039f1+700 - X.\u039f 4 +350)\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Politis P.<\/strong>, 2001, \"Geotechnical - Technical geological conditions of lowland areas of the Municipality of Rio, Prefecture of Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Syrengelas N.<\/strong>, 2001, \"Geotechnical - Technical geological conditions of the cities of Argos and Nafplio. Urban Planning \u2013 Applications of Geographical Information Systems GIS'<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Chrysanthakopoulos Leonidas<\/strong>, 2001, \"Investigation of technical geological conditions of the geological formations of the wide bypass of the city of Patras (AD4+350 \u2013 7+300)\" <\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Gika Angeliki<\/strong>, 2002, \"Recording the technical geological conditions and the proposed protection-rehabilitation measures in landslides and soil instability. Application in the area of \u200b\u200bKarya and Platani of Patras\".<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kollias Dimitrios<\/strong>, 2002, \"Technological conditions and urban planning \u2013 urban suitability of the peripheral areas of the Municipality of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Pyrgakis Dimitrios<\/strong>, 2002, \u201cApplication and comparison of the RMR, Q and GSI classification systems in heterogeneous rock masses. The case of the METRO underground projects in Aegaleo\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Spanou Natalia<\/strong>, 2002, \" Development of a methodology for the systematic recording of landslides with possibilities of processing - evaluation through GIS. Pilot application in the region of Western Greece\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tzouda Christina<\/strong>, 2002, \"Patra Wide Bypass: Effect of the technical geological environment on the study and construction of large-scale technical works\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsatsou Maria<\/strong>, 2002, \"Temporary support of the road tunnel AS1 (Kakia Skala) using the appropriate anchors. Effect of the quality of the rock mass, as assessed by instrumental measurements, on the layout and type of anchors\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Charlauti Panagiota<\/strong>, 2002, \"Comparative consideration of the application of RMR, Q and GSI rock mass classification systems in underground road projects. The case of the AS1 tunnel (Kakia Skala) on the Athens \u2013 Corinth Highway\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Karvelas Lambros<\/strong>, 2003, \"Geomechanical characters of the Argilomargaic Pliopleistocene sediments (lower horizons) in the wider area of \u200b\u200bthe city of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kardara Anastasia<\/strong>, 2003, \"Biological purification of Karditsa: Geotechnical study and treatment stages\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Megkas Ioannis<\/strong>, 2003, \"Description and analysis of construction methods for supporting Road works to deal with geological phenomena. Realized examples from the road network of N. Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Papakonstantinou Angelos<\/strong>, 2003, \"Engineering Geological Conditions in the Underground Works of the New High Speed \u200b\u200bRailway Line in the Athens - Corinth Section\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Spiliotopoulos Georgios<\/strong>, 2003, \"Technological conditions of the Castle of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsakou Agathi<\/strong>, 2003, \"Physical and Mechanical characteristics of the Pliopleistocene argillaceous sediments (upper horizons) in the wider area of \u200b\u200bthe city of Patras\".<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Apostolopoulos Adam<\/strong>, 2005, \"Physical properties and mechanical strength parameters of sedimentary rocks\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kordouli Maria<\/strong>, 2005, \"Mechanical behavior and creep phenomena in soft clay rocks under constant loading conditions\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Koulouris Spyros<\/strong>, 2005, \"Shear strength parameters in the upper Margaic horizons of N. Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Lainas Spyros<\/strong>, 2005, \"Geotechnical conditions and slope stability analyzes in the context of geological suitability studies. The case of the settlements of Karya - N. Souli of the Prefecture of Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Maragkou Ioanna<\/strong>, 2005, \"Comparative consideration of rock mass classification systems RMR, GSI, and RMi in the hydroelectric tunnels of Piliouri N. Ioannina\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsantzalos Georgios<\/strong>, 2005, \"Shear strength parameters in the lower Margaic horizons of N. Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsioku Maria<\/strong>, 2005, \"Technological conditions in the Small Perimeter\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Dimitropoulou Ioanna<\/strong>, 2007, \"Qualitative assessment of the relationship between landslides and rainfall in the Northern Peloponnese\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kapatsolou Athina<\/strong>, 2007, \"Assessment of the risk of liquidation of the lands in the wider area of \u200b\u200bthe city of Patras\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Bliona Maria<\/strong>, 2007, \"Development of a database of landslides in the Greek area\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Papachristou Christina<\/strong>, 2007, \"Investigation of the physical behavior - resistance to relaxation of the soft rocks of the N. Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Spiliotopoulou Eleni<\/strong>, 2007, \"Investigation of the physical - mechanical behavior of hard soils - soft rocks, sandy and loamy composition of the Prefecture of Achaia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Fotakopoulou Panagiota<\/strong>, 2007, \"Investigation of the sliding zone of Karya N. Achaia with the installation of declinometers. Inverse stability analyses'<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Koukis Christos<\/strong>, 2009, \"Geological - Geotechnical conditions and problems (foundation - slope stability - damage) of archaeological sites and monuments in rock and soil formations with application in the castle of Kyparissia and the fortress of Lefkada\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Papagiannis Grigorios<\/strong>, 2009, \"Geological - Geotechnical investigations for the design of heavy constructions of alternative energy sources. The case of the Wind Park in Orites, Paphos, Cyprus\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Karagianni Anthi<\/strong>, 2009, \"Qualitative control of the suitability of aggregates for railway track ballast and high embankments. The cases of geomaterials of S.G.Y.T. Kiatou \u2013 Aigiou\u201d<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Vagenas Nikolaos<\/strong>, 2009, \"Qualitative control of the suitability of aggregates for railway track ballast and high embankments. The cases of geomaterials of S.G.Y.T. Kiatou \u2013 Aigiou\u201d<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Vagenas Nikolaos<\/strong>, 2009, \"Simulation of rockfalls with computational methods under static and dynamic loading conditions. Application in the case of the village of Santomeri, Achaia, since the earthquake of June 2008\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Lekkas Georgios<\/strong>, 2009, \"Shaping the seismic intensity by the local geological conditions. The case of the settlement of Valmi N. Ilia since the earthquake of June 2008\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Nikolopoulou Evangelie<\/strong>, 2009, \"The effect of local geological conditions and topography on the shaping of seismic intensity. The case of the settlement of N. Ilias Island from the earthquake of June 2008\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Angelopoulou Vasiliki<\/strong>, 2009, \"Laboratory approach to the mechanical behavior of soft rocks\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Markantonis Antonios<\/strong>, 2009, \"Technological conditions during the opening of the Bank tunnel of S.G.Y.T. Kiatou \u2013 Aegiou. Mechanical behavior of excavated clay half-rocks'<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Vrachliotis Stavros<\/strong>, 2011, \"Simulation of rock falls with computational methods under static and dynamic loading conditions. Investigating cases of seizures in specific positions'<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Sotirchos Alexandros<\/strong>, 2011, \"Technological conditions during the opening of the Platanos and Banka tunnels of S.G.Y.T. Kiatou \u2013 Aegiou. Application of analytical approaches to determine the interaction of support and surrounding rock mass\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kokkali Panagiota<\/strong>, 2011, \"Landslide phenomena in the fire-affected areas of Ilia Prefecture. (a) Investigating the effectiveness of rehabilitation projects in the Municipality of Pinias and (b) Technical-geological \u2013 Geotechnical conditions in the landslide at Mazaraki in Pinias\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Karabouli Panagiota<\/strong>, 2011, \"Landslide phenomena in the fire-affected areas of Ilia Prefecture. Investigation of the effectiveness of rehabilitation projects in the Municipalities of Amaliada and Oleni\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Koutsioubis Ioannis<\/strong>, 2011, \"Technological conditions during the opening of the Platanos tunnel of the New Korinthos-Patrons Motorway. Mechanical behavior of excavated marbles and problems during drilling\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsapikounis Athanasios<\/strong>, 2011, \"Technological conditions during the opening of the Platanos and Bank tunnel of the S.G.Y.T. Kiatos-Aigiou.\" General presentation of the projects \u2013 evaluation of on-site measurements \u2013 effect of landslides during the opening\u201d<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Daskalopoulos Konstantinos<\/strong>, 2011, \"Mechanical Behavior of Sandstone\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kaponi Efthimia<\/strong> , 2011, \"Technological conditions during the opening of the Platanos tunnel of the New Korinthos-Patrons Motorway. Mechanical behavior of quarried marlstones and problems during drilling\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Varthaliti Theoplasti<\/strong>, 2013, \"Approaches to surface foundations of technical works in soft soils\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Vidali Maria<\/strong>, 2013, \"Evaluation of a model of erosion and steric supply in the reservoir of the Pinios Dam, Prefecture of Ilia\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Vlahaki Eleni<\/strong>, 2013, \"Simulation of rockfalls with computational methods: Application in the area of \u200b\u200bMt. Klokova of Antirrio - Ioannina\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kavoura Katerina,<\/strong> 2013, \"Landslides in the Prefecture of Achaia: Development of a Risk Model\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Katsika Penelope<\/strong>, 2013, \"Stability of high slopes in calcareous rock mass: Application to high risk areas of E.O. Patras - Tripoli\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kelasidis Georgios<\/strong>, 2013, \"Technical geological conditions and changes in sea level in the wider area of \u200b\u200bOitylos Bay, N. Laconia, with the application of Technical and Marine Geology methods and Remote Sensing\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Krokidis Spyros, <\/strong>2013, \"Stability of high slopes in flysch: the case of the right (north) abutment of Mornos Dam\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Berevescou Ioanna<\/strong>, 2013, \"Physical and mechanical characteristics of rock material\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Blana Maria<\/strong>, 2013, \"Stability of high slopes in Flyshis: The case of the Left (South) abutment of the Mornos Dam\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Panoutsou Nikolitsa<\/strong>, 2013, \"Quality control of the suitability of geomaterials for the construction of (a) embankments and (b) ballast S.G. High Speed\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Anagnostopoulou Sofia<\/strong>, 2015, \"Sliding zone of Panagopoula: Long-term evolution of soil movements with instrumental measurements and effectiveness of protection measures\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Serbou Ekaterini<\/strong>, 2015, \"Investigation of the kinematics of landslides in flysch: The cases of Karya Patras and Platanitis Nafpaktos\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Kouzi Maria \u2013 Irini<\/strong>, 2015, \"Sliding zone of Platanos: Processing and evaluation of displacements from declinometer measurements\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Konstantopoulou Maria<\/strong>, 2017, \"Longitudinal evolution of horizontal movements in extensive landslide zones with the combined use of instrumental monitoring and statistical approaches\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Lysikatou Georgia<\/strong>, 2017, \"Laboratory approach to permeability and other soil parameters in marly geomaterials and degraded flysch materials. The cases of the Small Perimeter of Patras and Panagopoula\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Bouboulis Vasilios<\/strong>, 2017, \"Interaction of marly geomaterials - subgrade aggregates - geosynthetic materials in shaping the shear strength of embankments\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Tsamba Areti<\/strong>, 2017, \"Technological conditions and numerical analyzes to ensure the stability of cave roofs: the case of a specific cave of N. Etoloakarnania\"<\/span><\/li><li class=\"translation-block\"><span style=\"color: #333333\"><strong>Stathopoulou Maria<\/strong>, 2017, \"Quality control of the suitability of geomaterials for the construction of (a) embankments and (b) ballast S.G. High Speed\"<\/span><\/li><li style=\"font-size: 16px;\" class=\"translation-block\"><span style=\"font-size: 16px;color: #333333\"><span style=\"font-size: 16px;font-weight: bold\">Tsakonas Anastasios<\/span>, 2019, \"Investigation of technical geological conditions in the Metsovo area of \u200b\u200bIoannina - Monitoring and recording of landslide movements\"<\/span><\/li><li style=\"font-size: 16px;\" class=\"translation-block\"><span style=\"font-size: 16px;color: #333333\"><span style=\"font-size: 16px;font-weight: bold\">Ziouti Theodora<\/span>, 2019, \"Assessment of susceptibility of landslides in P.E. Ioannina\"<\/span><\/li><li style=\"font-size: 16px;\" class=\"translation-block\"><span style=\"font-size: 16px;color: #333333\"><span style=\"font-size: 16px;font-weight: bold\">Michalopoulou Maria<\/span>, 2019, \"Comparison of Erosion Models of soil and steric transport in artificial lakes \u2013 Application to the reservoir of Pinios Ilias\"<\/span><\/li><li style=\"font-size: 16px;\" class=\"translation-block\"><span style=\"font-size: 16px;color: #333333\"><span style=\"font-size: 16px;font-weight: bold\">Apostolopoulou Nikolitsa<\/span>, 2019, \"Conditions of construction techniques projects for the new Corinth-Patra railway line in the Psathopyrgos-Rio section\"<\/span><\/li><\/ol>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-405a220 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"405a220\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-86b868e\" data-id=\"86b868e\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-682cab5 elementor-widget-divider--view-line elementor-widget elementor-widget-divider\" data-id=\"682cab5\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"divider.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-divider\">\n\t\t\t<span class=\"elementor-divider-separator\">\n\t\t\t\t\t\t<\/span>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-ff65be6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"ff65be6\" data-element_type=\"section\" data-e-type=\"section\" data-settings=\"{&quot;background_background&quot;:&quot;classic&quot;}\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-2137c891\" data-id=\"2137c891\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-675e9a9f elementor-widget elementor-widget-text-editor\" data-id=\"675e9a9f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t\t\t\t\t\t<h4>Contact<\/h4><h4>Laboratory of Engineering<br \/>Geology <br \/>University of <br \/>Patras<\/h4>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-61d95c11 elementor-icon-list--layout-traditional elementor-list-item-link-full_width elementor-widget elementor-widget-icon-list\" data-id=\"61d95c11\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"icon-list.default\">\n\t\t\t\t\t\t\t<ul class=\"elementor-icon-list-items\">\n\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-phone-volume\" viewbox=\"0 0 384 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M97.333 506.966c-129.874-129.874-129.681-340.252 0-469.933 5.698-5.698 14.527-6.632 21.263-2.422l64.817 40.513a17.187 17.187 0 0 1 6.849 20.958l-32.408 81.021a17.188 17.188 0 0 1-17.669 10.719l-55.81-5.58c-21.051 58.261-20.612 122.471 0 179.515l55.811-5.581a17.188 17.188 0 0 1 17.669 10.719l32.408 81.022a17.188 17.188 0 0 1-6.849 20.958l-64.817 40.513a17.19 17.19 0 0 1-21.264-2.422zM247.126 95.473c11.832 20.047 11.832 45.008 0 65.055-3.95 6.693-13.108 7.959-18.718 2.581l-5.975-5.726c-3.911-3.748-4.793-9.622-2.261-14.41a32.063 32.063 0 0 0 0-29.945c-2.533-4.788-1.65-10.662 2.261-14.41l5.975-5.726c5.61-5.378 14.768-4.112 18.718 2.581zm91.787-91.187c60.14 71.604 60.092 175.882 0 247.428-4.474 5.327-12.53 5.746-17.552.933l-5.798-5.557c-4.56-4.371-4.977-11.529-.93-16.379 49.687-59.538 49.646-145.933 0-205.422-4.047-4.85-3.631-12.008.93-16.379l5.798-5.557c5.022-4.813 13.078-4.394 17.552.933zm-45.972 44.941c36.05 46.322 36.108 111.149 0 157.546-4.39 5.641-12.697 6.251-17.856 1.304l-5.818-5.579c-4.4-4.219-4.998-11.095-1.285-15.931 26.536-34.564 26.534-82.572 0-117.134-3.713-4.836-3.115-11.711 1.285-15.931l5.818-5.579c5.159-4.947 13.466-4.337 17.856 1.304z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">2610997715<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-envelope\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M502.3 190.8c3.9-3.1 9.7-.2 9.7 4.7V400c0 26.5-21.5 48-48 48H48c-26.5 0-48-21.5-48-48V195.6c0-5 5.7-7.8 9.7-4.7 22.4 17.4 52.1 39.5 154.1 113.6 21.1 15.4 56.7 47.8 92.2 47.6 35.7.3 72-32.8 92.3-47.6 102-74.1 131.6-96.3 154-113.7zM256 320c23.2.4 56.6-29.2 73.4-41.4 132.7-96.3 142.8-104.7 173.4-128.7 5.8-4.5 9.2-11.5 9.2-18.9v-19c0-26.5-21.5-48-48-48H48C21.5 64 0 85.5 0 112v19c0 7.4 3.4 14.3 9.2 18.9 30.6 23.9 40.7 32.4 173.4 128.7 16.8 12.2 50.2 41.8 73.4 41.4z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">engeo@upatras.gr<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-icon\">\n\t\t\t\t\t\t\t<svg aria-hidden=\"true\" class=\"e-font-icon-svg e-fas-envelope\" viewbox=\"0 0 512 512\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\"><path d=\"M502.3 190.8c3.9-3.1 9.7-.2 9.7 4.7V400c0 26.5-21.5 48-48 48H48c-26.5 0-48-21.5-48-48V195.6c0-5 5.7-7.8 9.7-4.7 22.4 17.4 52.1 39.5 154.1 113.6 21.1 15.4 56.7 47.8 92.2 47.6 35.7.3 72-32.8 92.3-47.6 102-74.1 131.6-96.3 154-113.7zM256 320c23.2.4 56.6-29.2 73.4-41.4 132.7-96.3 142.8-104.7 173.4-128.7 5.8-4.5 9.2-11.5 9.2-18.9v-19c0-26.5-21.5-48-48-48H48C21.5 64 0 85.5 0 112v19c0 7.4 3.4 14.3 9.2 18.9 30.6 23.9 40.7 32.4 173.4 128.7 16.8 12.2 50.2 41.8 73.4 41.4z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">ndepountis@upatras.gr<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t\t\t<li class=\"elementor-icon-list-item\">\n\t\t\t\t\t\t\t\t\t\t\t<span 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415z\"><\/path><\/svg>\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\t\t<span class=\"elementor-icon-list-text\">Office 102<\/span>\n\t\t\t\t\t\t\t\t\t<\/li>\n\t\t\t\t\t\t<\/ul>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-66 elementor-top-column elementor-element elementor-element-7da267c2\" data-id=\"7da267c2\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-inner-section elementor-element elementor-element-9fea6f3 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9fea6f3\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-inner-column elementor-element elementor-element-5fa652f9\" data-id=\"5fa652f9\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-619f5197 elementor-widget elementor-widget-google_maps\" data-id=\"619f5197\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"google_maps.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-custom-embed\">\n\t\t\t<iframe loading=\"lazy\"\n\t\t\t\t\tsrc=\"https:\/\/maps.google.com\/maps?q=%CE%A4%CE%BC%CE%AE%CE%BC%CE%B1%20%CE%93%CE%B5%CF%89%CE%BB%CE%BF%CE%B3%CE%AF%CE%B1%CF%82%2C%20%CE%A3%CF%87%CE%BF%CE%BB%CE%AE%20%CE%98%CE%B5%CF%84%CE%B9%CE%BA%CF%8E%CE%BD%20%CE%95%CF%80%CE%B9%CF%83%CF%84%CE%B7%CE%BC%CF%8E%CE%BD%2C%20%CE%A0%CE%B1%CE%BD%CE%B5%CF%80%CE%B9%CF%83%CF%84%CE%AE%CE%BC%CE%B9%CE%BF%20%CE%A0%CE%B1%CF%84%CF%81%CF%8E%CE%BD&#038;t=m&#038;z=13&#038;output=embed&#038;iwloc=near\"\n\t\t\t\t\ttitle=\"\u03a4\u03bc\u03ae\u03bc\u03b1 \u0393\u03b5\u03c9\u03bb\u03bf\u03b3\u03af\u03b1\u03c2, \u03a3\u03c7\u03bf\u03bb\u03ae \u0398\u03b5\u03c4\u03b9\u03ba\u03ce\u03bd \u0395\u03c0\u03b9\u03c3\u03c4\u03b7\u03bc\u03ce\u03bd, \u03a0\u03b1\u03bd\u03b5\u03c0\u03b9\u03c3\u03c4\u03ae\u03bc\u03b9\u03bf \u03a0\u03b1\u03c4\u03c1\u03ce\u03bd\"\n\t\t\t\t\taria-label=\"\u03a4\u03bc\u03ae\u03bc\u03b1 \u0393\u03b5\u03c9\u03bb\u03bf\u03b3\u03af\u03b1\u03c2, \u03a3\u03c7\u03bf\u03bb\u03ae \u0398\u03b5\u03c4\u03b9\u03ba\u03ce\u03bd \u0395\u03c0\u03b9\u03c3\u03c4\u03b7\u03bc\u03ce\u03bd, \u03a0\u03b1\u03bd\u03b5\u03c0\u03b9\u03c3\u03c4\u03ae\u03bc\u03b9\u03bf \u03a0\u03b1\u03c4\u03c1\u03ce\u03bd\"\n\t\t\t><\/iframe>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-166b0ff9 elementor-widget elementor-widget-spacer\" data-id=\"166b0ff9\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"spacer.default\">\n\t\t\t\t\t\t\t<div class=\"elementor-spacer\">\n\t\t\t<div class=\"elementor-spacer-inner\"><\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"<p>\u039c\u03b5\u03c4\u03b1\u03c0\u03c4\u03c5\u03c7\u03b9\u03b1\u03ba\u03ad\u03c2 \u0394\u03b9\u03c0\u03bb\u03c9\u03bc\u03b1\u03c4\u03b9\u03ba\u03ad\u03c2 \u0395\u03c1\u03b3\u03b1\u03c3\u03af\u03b5\u03c2 \u0394\u03bf\u03cd\u03b2\u03c1\u03b7\u03c2 \u039d\u03b9\u03ba\u03cc\u03bb\u03b1\u03bf\u03c2, 1997, \u00ab\u03a4\u03b5\u03c7\u03bd\u03b9\u03ba\u03bf\u03b3\u03b5\u03c9\u03bb\u03bf\u03b3\u03b9\u03ba\u03ad\u03c2 \u03c3\u03c5\u03bd\u03b8\u03ae\u03ba\u03b5\u03c2 \u03ba\u03b1\u03b9 \u03ba\u03b1\u03c4\u03bf\u03bb\u03b9\u03c3\u03b8\u03b7\u03c4\u03b9\u03ba\u03ac \u03c6\u03b1\u03b9\u03bd\u03cc\u03bc\u03b5\u03bd\u03b1 \u03c3\u03c4\u03bf\u03bd \u0395\u03bb\u03bb\u03b7\u03bd\u03b9\u03ba\u03cc \u03c7\u03ce\u03c1\u03bf. \u0395\u03c0\u03b9\u03c3\u03ba\u03cc\u03c0\u03b7\u03c3\u03b7 \u03ba\u03b1\u03b9 \u03c3\u03c4\u03b1\u03c4\u03b9\u03c3\u03c4\u03b9\u03ba\u03ae \u03b8\u03b5\u03ce\u03c1\u03b7\u03c3\u03b7. \u039c\u03b5\u03bb\u03ad\u03c4\u03b7 \u03b1\u03c3\u03c4\u03b1\u03b8\u03ce\u03bd \u03b6\u03c9\u03bd\u03ce\u03bd \u03c3\u03c4\u03bf \u03bd\u03bf\u03bc\u03cc \u0391\u03c7\u03b1\u0390\u03b1\u03c2\u00bb \u039c\u03b5\u03bb\u03ad\u03ba\u03b7\u03c2 \u0393\u03b5\u03ce\u03c1\u03b3\u03b9\u03bf\u03c2, 1997, \u00ab\u0395\u03ba\u03c4\u03af\u03bc\u03b7\u03c3\u03b7 \u03c3\u03c4\u03b1\u03c4\u03b9\u03ba\u03ce\u03bd \u03ba\u03b1\u03b9 \u03b4\u03c5\u03bd\u03b1\u03bc\u03b9\u03ba\u03ce\u03bd \u03c0\u03b1\u03c1\u03b1\u03bc\u03ad\u03c4\u03c1\u03c9\u03bd \u03b5\u03b4\u03b1\u03c6\u03b9\u03ba\u03ce\u03bd \u03c3\u03c7\u03b7\u03bc\u03b1\u03c4\u03b9\u03c3\u03bc\u03ce\u03bd \u03c4\u03bf\u03c5 \u0395\u03bb\u03bb\u03b7\u03bd\u03b9\u03ba\u03bf\u03cd \u03c7\u03ce\u03c1\u03bf\u03c5 \u03b1\u03c0\u03cc \u03b5\u03c0\u03af \u03c4\u03cc\u03c0\u03bf\u03c5 \u03b4\u03bf\u03ba\u03b9\u03bc\u03ad\u03c2\u00bb \u039c\u03c0\u03bf\u03c5\u03c1\u03bf\u03cd\u03bd\u03b7\u03c2 \u03a7., 1997, \u00ab\u03a6\u03c5\u03c3\u03b9\u03ba\u03ac \u2013 \u03bc\u03b7\u03c7\u03b1\u03bd\u03b9\u03ba\u03ac \u03c7\u03b1\u03c1\u03b1\u03ba\u03c4\u03b7\u03c1\u03b9\u03c3\u03c4\u03b9\u03ba\u03ac \u03c0\u03b5\u03c4\u03c1\u03c9\u03bc\u03ac\u03c4\u03c9\u03bd \u03c4\u03bf\u03c5 \u0395\u03bb\u03bb\u03b7\u03bd\u03b9\u03ba\u03bf\u03cd \u03c7\u03ce\u03c1\u03bf\u03c5 \u03ba\u03b1\u03b9 \u03c3\u03c5\u03c3\u03c7\u03b5\u03c4\u03b9\u03c3\u03bc\u03bf\u03af \u03c4\u03bf\u03c5\u03c2\u00bb &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/engeolab.gr\/en\/%ce%bc%ce%b5%cf%84%ce%b1%cf%80%cf%84%cf%85%cf%87%ce%b9%ce%b1%ce%ba%ce%ad%cf%82-%ce%b4%ce%b9%cf%80%ce%bb%cf%89%ce%bc%ce%b1%cf%84%ce%b9%ce%ba%ce%ad%cf%82-%ce%b5%cf%81%ce%b3%ce%b1%cf%83%ce%af%ce%b5%cf%82\/\" class=\"more-link\">Read more<span class=\"screen-reader-text\"> &#8220;\u039c\u03b5\u03c4\u03b1\u03c0\u03c4\u03c5\u03c7\u03b9\u03b1\u03ba\u03ad\u03c2 \u0394\u03b9\u03c0\u03bb\u03c9\u03bc\u03b1\u03c4\u03b9\u03ba\u03ad\u03c2 \u0395\u03c1\u03b3\u03b1\u03c3\u03af\u03b5\u03c2&#8221;<\/span><\/a><\/p>","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"inspiro_hide_title":false,"footnotes":""},"class_list":["post-25","page","type-page","status-publish","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.4 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>\u039c\u03b5\u03c4\u03b1\u03c0\u03c4\u03c5\u03c7\u03b9\u03b1\u03ba\u03ad\u03c2 \u0394\u03b9\u03c0\u03bb\u03c9\u03bc\u03b1\u03c4\u03b9\u03ba\u03ad\u03c2 \u0395\u03c1\u03b3\u03b1\u03c3\u03af\u03b5\u03c2 - Engeolab %<\/title>\n<meta name=\"description\" content=\"\u039c\u03b5\u03c4\u03b1\u03c0\u03c4\u03c5\u03c7\u03b9\u03b1\u03ba\u03ad\u03c2 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