{"id":105,"date":"2022-04-09T11:55:23","date_gmt":"2022-04-09T08:55:23","guid":{"rendered":"https:\/\/users.uowm.gr\/csachpazis\/?page_id=105"},"modified":"2022-04-09T12:20:34","modified_gmt":"2022-04-09T09:20:34","slug":"laboratory-of-geomechanical-geostatic-engineering","status":"publish","type":"page","link":"https:\/\/users.uowm.gr\/csachpazis\/laboratory-of-geomechanical-geostatic-engineering\/","title":{"rendered":"Laboratory of Geomechanical &#038; Geostatic Engineering"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"105\" class=\"elementor elementor-105\">\n\t\t\t\t\t\t<div class=\"elementor-inner\">\n\t\t\t\t<div class=\"elementor-section-wrap\">\n\t\t\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-539fee9b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"539fee9b\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t\t\t<div class=\"elementor-row\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-d976f07\" data-id=\"d976f07\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-column-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t<div class=\"elementor-widget-wrap\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6bcabd9b elementor-widget elementor-widget-text-editor\" data-id=\"6bcabd9b\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-text-editor elementor-clearfix\">\n\t\t\t\t<pre><!-- wp:paragraph --><\/pre>\n<div class=\"entry-content clearfix\">\n<p><strong>Laboratory Manager<\/strong>\u00a0:\u00a0<a href=\"https:\/\/mre.uowm.gr\/en\/the-department\/staff\/professors\/dr-costas-sachpazis\/\">Dr.\u00a0Sachpazis Konstantinos<\/a>, Professor<br \/>Professor of Geotechnical Engineering, e-mail: <a href=\"mailto:csacpazis@uowm.gr\">csacpazis@uowm.gr<\/a> and\u00a0<a href=\"mailto:costas@sachpazis.info\">costas@sachpazis.info<\/a><\/p>\n<h4><img loading=\"lazy\" decoding=\"async\" class=\"alignnone wp-image-383\" src=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-1-300x225.jpg\" sizes=\"auto, (max-width: 477px) 100vw, 477px\" srcset=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-1-300x225.jpg 300w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-1-768x576.jpg 768w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-1-1024x768.jpg 1024w\" alt=\"\" width=\"477\" height=\"358\" \/><\/h4>\n<p><strong>Purpose<\/strong><\/p>\n<p>The Laboratory of Geotechnical Engineering is equipped with modern facilities to support undergraduate and postgraduate studies in the field of Geotechnical Engineering.<\/p>\n<p><strong>Facilities<\/strong><\/p>\n<p>Conventional laboratory equipment, including odometer, direct shear test, triaxial test, laboratory vane shear test, fixed hydraulic load and hydraulic load drop gauge, Proctor condensation test and test equipment (CBR).<\/p>\n<p>Field Sampling and Monitoring Equipment (eg Manual Drilling Equipment, MASW system).<\/p>\n<p><strong>Laboratory tests<\/strong><\/p>\n<p>Based on the available laboratory equipment, the following tests are performed on Soils and Rocks:<\/p>\n<p><strong>Soils<\/strong><\/p>\n<ul>\n<li>Direct Shear UU, CU<\/li>\n<li>Slow Shear CD<\/li>\n<li>Unobstructed or Uniaxial Compression Test<\/li>\n<li>Double hydrometer test<\/li>\n<li>Compression and CBR Control<\/li>\n<li>Solidification test<\/li>\n<li>Proctor Condensation Test<\/li>\n<li>Free Swelling \/ Swelling Tests<\/li>\n<li>Soil Suction Test<\/li>\n<li>Granular Analysis (sieves, diluent)<\/li>\n<li>One-dimensional &amp; three-dimensional solidification<\/li>\n<li>Blade shear test<\/li>\n<li>Limits Atterberg<\/li>\n<li>Determination of organic, pH &amp; CaCOM3<\/li>\n<li>Triaxial Compression Test UU, CU, CUPP, CD (1.5 \u201d, 4\u201d, 6 \u201d)<\/li>\n<li>Water permeability of Saturated Soils<\/li>\n<li>Hydraulic Conductivity Test (on site)<\/li>\n<li>Apparent Field Density Test<\/li>\n<li>Apparent Density<\/li>\n<\/ul>\n<p><strong>Rocks<\/strong><\/p>\n<ul>\n<li>Resistance to Discontinuous Shear<\/li>\n<li>Brazilian Test<\/li>\n<li>PLT Point Charging Index<\/li>\n<li>Hardness Index<\/li>\n<li>Jar Slake Test<\/li>\n<li>Corrosion control<\/li>\n<li>Ultrasound Test for Poisson Speech Determination<\/li>\n<li>Uniaxial Grief<\/li>\n<li>Uniaxial Compression By measuring Elastic Parameters<\/li>\n<li>Petrographic Analysis<\/li>\n<li>Density &amp; Porosity<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-382 aligncenter\" src=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-14-300x225.jpg\" sizes=\"auto, (max-width: 475px) 100vw, 475px\" srcset=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-14-300x225.jpg 300w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-14-768x576.jpg 768w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-14-1024x768.jpg 1024w\" alt=\"\" width=\"503\" height=\"377\" \/><\/p>\n<p>The laboratory part of the courses aims to provide the necessary knowledge to undergraduate and postgraduate students in matters related to research and studies of Geotechnical Engineering (Soil Engineering and Rock Engineering), so that students can understand and respond to this subject.<\/p>\n<ul>\n<li>Understand the parameters and characteristics of soil and rock that affect their composition, physical and mechanical behavior.<\/li>\n<li>To carry out laboratory and field tests to determine the soil and rock mechanical parameters and characteristics, and the correct use of soil and rock, both as a construction material for construction projects, as a material for receiving loads of technical works and for geomechanical stability; and their security.<\/li>\n<li>To organize and perform laboratory tests to determine soil and rock characteristics and parameters.<\/li>\n<\/ul>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-381 aligncenter\" src=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-17-300x225.jpg\" sizes=\"auto, (max-width: 476px) 100vw, 476px\" srcset=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-17-300x225.jpg 300w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-17-768x576.jpg 768w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-17-1024x768.jpg 1024w\" alt=\"\" width=\"476\" height=\"357\" \/><\/p>\n<p><em>The following laboratory equipment is indicated:<\/em><\/p>\n<\/div>\n<p><strong>\u0391 \/ \u0391\u00a0\u00a0 LABORATORY DEVICE \/ INSTRUMENT<\/strong><\/p>\n<p>1\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 RMU I odometer<\/p>\n<p>2\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Electromagnetic sieve vibrator CONTROLS D-407<\/p>\n<p>3\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Series of 9 sieves for RMU particle size analysis<\/p>\n<p>4\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 CISA metal sieves<\/p>\n<p>5\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Manual compression machine 2KN, ELE, Serial No 206-6<\/p>\n<p>6\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Electric compression machine 2KN, ELE, Serial No 206-6<\/p>\n<p>7\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Chyo Electromagnetic Scale, MP-6000, SN 75421<\/p>\n<p>8\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Mechanical scale 15 Kg, fd THORNTON &amp; COLT<\/p>\n<p>9\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 Mechanical scale 100 Kg weylux, model 150<\/p>\n<p>10\u00a0\u00a0\u00a0\u00a0 Mechanical scale 50 Kg ELE<\/p>\n<p>11\u00a0\u00a0\u00a0\u00a0 Dryer 1000 lit, EHRET TK1, No. 20098<\/p>\n<p>12\u00a0\u00a0\u00a0\u00a0 Starrett digital caliper, No722<\/p>\n<p>13\u00a0\u00a0\u00a0\u00a0 Electric mixer 10 L, CONTROLS, SN 95304<\/p>\n<p>14\u00a0\u00a0\u00a0\u00a0 Sand equivalent device, RMU, Sr 583 accompanied by a shaker RMU 5019<\/p>\n<p>15\u00a0\u00a0\u00a0\u00a0 Paraffin melting device for the determination of apparent weight, MEPAX, type 47511, SN 54006<\/p>\n<p>16\u00a0\u00a0\u00a0\u00a0 Rapid ground moisture measuring device, Riedel-de-Haen, type CM-Great<\/p>\n<p>17\u00a0\u00a0\u00a0\u00a0 Dynamic pedometer RMU, SI 70, accompanied by motorized rod lifting device RMU I 65\/1<\/p>\n<p>18\u00a0\u00a0\u00a0\u00a0 PROCTOR device, standard CONTROLS method<\/p>\n<p>19\u00a0\u00a0\u00a0\u00a0 PROCTOR device, modified standard CONTROLS method<\/p>\n<p>20\u00a0\u00a0\u00a0\u00a0 EHPET sample dryer, SN 20093<\/p>\n<p>21\u00a0\u00a0\u00a0\u00a0 Ph-METRO HANNA, type HI 9025C<\/p>\n<p>22\u00a0\u00a0\u00a0\u00a0 Water limitation device, CASAGRANDE, manual RMU S1<\/p>\n<p>23\u00a0\u00a0\u00a0\u00a0 Pocket pedometer (Pocket) RMU<\/p>\n<p>24\u00a0\u00a0\u00a0\u00a0 PROCTOR \u2013 \u03a0\u03b5\u03bd\u03b5\u03c4\u03c1\u03cc\u03bc\u03b5\u03c4\u03c1\u03bf RMU, SN 39-02-92<\/p>\n<p>25\u00a0\u00a0\u00a0\u00a0 Plasticity limiting set<\/p>\n<p>26\u00a0\u00a0\u00a0\u00a0 Air compressor 100 lit, TOROS<\/p>\n<p>27\u00a0\u00a0\u00a0\u00a0 On-site CBR detector, CONTROLS T115 \/ A<\/p>\n<p>28\u00a0\u00a0\u00a0\u00a0 Three-axle test machine RNU, S 102, capacity 50KN accompanied by:<\/p>\n<ul>\n<li>RMU S 116 triaxial cell for 38.1 x 76.2 samples<\/li>\n<li>Air pressure to water pressure conversion cells 1000 KPa<\/li>\n<li>Volume change device<\/li>\n<li>Manometer<\/li>\n<li>MPX-2000 geotechnical data collection and processing system<\/li>\n<li>Digital longitudinal symmeters<\/li>\n<\/ul>\n<p>29\u00a0\u00a0\u00a0\u00a0 PC Z 840 PC<\/p>\n<p>30\u00a0\u00a0\u00a0\u00a0 HP Desk Jet 5100 Printer<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-380\" style=\"background-color: var(--global--color-background); color: var(--global--color-primary); font-family: var(--global--font-secondary); font-size: var(--global--font-size-base);\" src=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-21-300x225.jpg\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" srcset=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-21-300x225.jpg 300w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-21-768x576.jpg 768w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-21-1024x768.jpg 1024w\" alt=\"\" width=\"600\" height=\"450\" \/><\/p>\n<div class=\"entry-content clearfix\">\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-379\" src=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-25-300x225.jpg\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" srcset=\"https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-25-300x225.jpg 300w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-25-768x576.jpg 768w, https:\/\/mre.uowm.gr\/wp-content\/uploads\/sites\/6\/2019\/07\/Laboratory-of-Geotechnical-Engineering_Dr.Sachpazis-25-1024x768.jpg 1024w\" alt=\"\" width=\"625\" height=\"469\" \/><\/p>\n<\/div>\n<p>\u00a0<\/p>\n<p><strong>Indicative Presentations \/ Lectures on Geotechnical Engineering:<\/strong><\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_1%20Clay%20Mineralogy%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Clay Mineralogy (In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_2%20Soil%20Classification%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Soil Classification\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_3%20Phase%20Relations%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Phase Relations\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_4%20Compaction%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Compaction\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_5%20Permeability%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Soil Permeability\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_6%20Shear%20strength%20of%20soils%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Shear strength of soils\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_7%20Consolidation%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Consolidation\u00a0(In Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Lectures\/Sachpazis_11%20Introduction%20to%20Geotechnical%20Engineering%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Introduction to Geotechnical Engineering\u00a0(In Greek)<\/p>\n<p><strong>\u00a0<\/strong><\/p>\n<p><strong>Indicative Professional Presentations in Geotechnical Engineering:<\/strong><\/p>\n<p><a title=\"Geodomisi Ltd.-Article in the Periodical Greek Structures, Published on No 124 Bulletin\" href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Geodomisi%20Ltd.-Article%20in%20the%20Periodical%20Greek%20Structures,%20Published%20on%20No%20124%20Bulletin-Jan-Feb-2008.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Geodomisi Ltd.-Article in the Periodical Greek Structures, Published on No 124 Bulletin (in Greek)<br \/><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Anchors-Deep_Anchored_Pile_supported_excavation_in_Aigiptou_square(Gr).pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>\u00abAnchored Earth Retaining Structures\u00bb Construction Procedure Presentation of anchored steel piled retaining systems &#8211; Berlinoise (in Greek)<br \/><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Anchors-Deep_Anchored_Pile_supported_excavation_in_Aigiptou_square(En).pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Deep Excavation supported by Anchored Reinforced Pile Retaining Wall in Aigiptou Square, Alexandras Avenue, Athens, Greece<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Sachpazis_8%20Lateral%20Earth%20Pressures-Greek.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Lateral Earth Pressures (in Greek)<\/p>\n<div><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Sachpazis_Stability_Investigation_Methodology_Presentation_Geodomisi_Ltd.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Stability Investigation Methodology and Technologies for Stabilisation of Slopes and Bodies of unstable Uncontrolled Waste Disposal Sites (U.W.D.S.). The \u201cPeaniaU.W.D.S.\u201d Case Study in Greece<\/div>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Sachpazis_AOA_GEODOMISI_GPR_Technical_Note.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Technical Note on Application of Ground Penetrating Radar (GPR) to Archaeological Site Characterization<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Pile_Bearing_Capacity_Analysis_EP.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Foundation Pile Bearing Capacity Analysis \/ Verification<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Sachpazis_AOA-GEODOMISI_SOQ_Land_Geophysics_January-2008.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Capabilities and Qualifications Onshore Geophysical and Geological Engineering Investigation and Survey Services<br \/><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/C_Sachpazis_Flood_Risky_Areas_in_Attica_Greece_Oikonomikos_Tahydromos.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Which areas in Attica district, Greece are in the dyne of floods (in Greek)<\/p>\n<p><a href=\"http:\/\/www.geodomisi.com\/en\/files\/Publications\/Professional\/Sachpazis_9%20Site%20Investigation%20Greek%20powerpoint%20presentation.pdf\" target=\"_blank\" rel=\"noopener\"><img loading=\"lazy\" decoding=\"async\" class=\"cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize cke-resize\" src=\"http:\/\/www.geodomisi.com\/en\/images\/Publications\/pdf_Button_4.jpg\" alt=\"\" width=\"40\" height=\"40\" \/>\u00a0\u00a0<\/a>Geotechnical Engineering Site Investigation and Characterisation Procedure (in Greek)<\/p>\n<div id=\"ckimgrsz\">\u00a0<\/div>\n<div class=\"entry-content clearfix\">\n<div class=\"entry-content\">\n<div class=\"elementor elementor-413\" data-elementor-type=\"post\" data-elementor-id=\"413\" data-elementor-settings=\"[]\">\n<div class=\"elementor-inner\">\n<div class=\"elementor-section-wrap\">\n<section class=\"elementor-element elementor-element-76263c8 elementor-section-boxed elementor-section-height-default elementor-section-height-default elementor-section elementor-top-section\" data-id=\"76263c8\">\n<div class=\"elementor-container elementor-column-gap-default\">\n<div class=\"elementor-row\">\n<div class=\"elementor-element elementor-element-6618a0a elementor-column elementor-col-100 elementor-top-column\" data-id=\"6618a0a\">\n<div class=\"elementor-column-wrap elementor-element-populated\">\n<div class=\"elementor-widget-wrap\">\n<section class=\"elementor-element elementor-element-86c4689 elementor-section-boxed elementor-section-height-default elementor-section-height-default elementor-section elementor-top-section\" data-id=\"86c4689\">\n<div class=\"elementor-container elementor-column-gap-default\">\n<div class=\"elementor-row\">\n<div class=\"elementor-element elementor-element-e9d34e1 elementor-column elementor-col-100 elementor-top-column\" data-id=\"e9d34e1\">\n<div class=\"elementor-column-wrap elementor-element-populated\">\n<div class=\"elementor-widget-wrap\">\n<div class=\"elementor-element elementor-element-f5c5f13 elementor-widget elementor-widget-text-editor\" data-id=\"f5c5f13\">\n<div class=\"elementor-widget-container\">\n<div class=\"elementor-text-editor elementor-clearfix\">\n<div id=\"ckimgrsz\">\n<div class=\"preview\"><strong>\u00a9\u00a0Dr. C. Sachpazis<\/strong><\/div>\n<\/div>\n<\/div>\n<\/div>\n<div>\u00a0<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/section>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/section>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<!-- \/wp:paragraph -->\n<h6>Dr.\u00a0Costas\u00a0J.\u00a0Sachpazis<br \/>Civil &amp; Geotechnical Engineer,<br \/>Professor of Geotechnical Engineering,<br \/>BEng Civil Engineering (1<sup>st<\/sup> Class Hons, Distinction)<br \/>Diploma Engineering Geology,<br \/>MSc. Geotechnical Engineering U.K.<br \/>PhD. Geotechnical Engineering NTUA,<br \/>Post-Doctorate UK, Gr.m.ICE<br \/>The direction of Geotechnical and Mining Engineering,<br \/>Department of Mineral Resources Engineering,<br \/>Engineering School,<br \/>University of Western Macedonia (UOWM)<br \/>Bakola &amp; Sialvera, 50132 Kozani, Greece.<br \/>Adjunct Professor (SEP) at the Hellenic Open University,<br \/>Postgraduate (M.Sc.) programme:<br \/>\u201cEarthquake Engineering and Seismic-Resistant Structures\u201d<br \/>M.Sc. Professor at UOWM: \u201cPetroleum Oil &amp; Gas Management &amp; Transportation-M.Sc. MOGMAT\u201d<br \/>M.Sc. Professor at UOWM: \u201cRenewable Energy Sources &amp; Energy Management in Buildings-M.Sc. RES\u201d<br \/><br \/><strong><u>Contact<\/u><\/strong>:<br \/><br \/>Laboratory of Geomechanics &amp; Geostatic Engineering,<br \/><br \/>Tel: +30 2461068255, Extn: 1255<br \/>Mbl: +30 6936425722<br \/><br \/>E-mail: <a href=\"mailto:csachpazis@uowm.gr\">csachpazis@uowm.gr<\/a> and <u><a href=\"mailto:costas@sachpazis.info\">costas@sachpazis.info<\/a><\/u><br \/>Web-Site:\u00a0\u00a0\u00a0\u00a0\u00a0 <a href=\"https:\/\/mre.uowm.gr\/\">https:\/\/mre.uowm.gr\/<\/a><br \/>\u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0<a href=\"https:\/\/mre.uowm.gr\/en\/the-department\/staff\/professors\/dr-costas-sachpazis\/\">https:\/\/mre.uowm.gr\/en\/the-department\/staff\/professors\/dr-costas-sachpazis\/<\/a><br \/>LinkedIn:\u00a0 \u00a0 \u00a0 \u00a0<a href=\"https:\/\/www.linkedin.com\/in\/dr-costas-sachpazis-11948317\">https:\/\/www.linkedin.com\/in\/dr-costas-sachpazis-11948317<\/a><\/h6>\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\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\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Laboratory Manager\u00a0:\u00a0Dr.\u00a0Sachpazis Konstantinos, ProfessorProfessor of Geotechnical Engineering, e-mail: csacpazis@uowm.gr and\u00a0costas@sachpazis.info Purpose The Laboratory of Geotechnical Engineering is equipped with modern facilities to support undergraduate and postgraduate studies in the field of Geotechnical Engineering. Facilities Conventional laboratory equipment, including odometer, direct shear test, triaxial test, laboratory vane shear test, fixed hydraulic load and hydraulic load drop&hellip; <a class=\"more-link\" href=\"https:\/\/users.uowm.gr\/csachpazis\/laboratory-of-geomechanical-geostatic-engineering\/\">Continue reading <span class=\"screen-reader-text\">Laboratory of Geomechanical &#038; Geostatic Engineering<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-105","page","type-page","status-publish","hentry","entry"],"_links":{"self":[{"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/pages\/105","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/comments?post=105"}],"version-history":[{"count":13,"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/pages\/105\/revisions"}],"predecessor-version":[{"id":119,"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/pages\/105\/revisions\/119"}],"wp:attachment":[{"href":"https:\/\/users.uowm.gr\/csachpazis\/wp-json\/wp\/v2\/media?parent=105"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}