{"id":983,"date":"2022-08-29T13:04:25","date_gmt":"2022-08-29T13:04:25","guid":{"rendered":"http:\/\/geomehanika.rs\/terenska-istrazivanja\/"},"modified":"2022-10-10T12:15:54","modified_gmt":"2022-10-10T12:15:54","slug":"field-research","status":"publish","type":"page","link":"https:\/\/geomehanika.rs\/en\/field-research\/","title":{"rendered":"Field research"},"content":{"rendered":"

[vc_row][vc_column][vc_row_inner][vc_column_inner css=”.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}”][vc_column_text]<\/p>\n

Field research<\/span><\/h1>\n

All testing, research and sampling are carried out according to the rulebook on building structures – Eurocode 7, Eurocode 8 and valid standards.
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\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a>\"Terenska<\/a><\/div>\n

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  • <\/i><\/div>

    GEOMECHANICAL TESTS:<\/h3>
    <\/div>\n
      \n
    • Mechanical borehole drilling and sampling of disturbed and undisturbed soil and rock samples according to SRPS U.B1.010 and SRPS EN 22475-1 standards<\/li>\n
    • CPT test – Static penetration test<\/li>\n
    • CPTU test – static penetration with pore pressure measurement<\/li>\n
    • SPT test – Dynamic penetration test<\/li>\n
    • Installation of piezometer construction and hydrogeological testing of the borehole<\/li>\n
    • Automatic measurement of underground water level, temperature and electricity<\/li>\n
    • Conductivity<\/li>\n
    • Excavation of trial pits<\/li>\n
    • DCP test – field determination of CBR value<\/li>\n
    • Determining the compressibility modulus using the circular plate method<\/li>\n
    • Determining the modulus of deformation using circular plate loading<\/li>\n
    • FWD \u2013 Measurement of pavement structure deflections<\/li>\n
    • Detailed engineering-geological mapping of the borehole core and soil from the pits<\/li>\n
    • Selection, collection, packaging and transport of samples<\/li>\n
    • Detailed engineering geological mapping of the research area<\/li>\n
    • Professional design supervision during the execution of field works<\/li>\n<\/ul>\n<\/div><\/div>
      <\/div><\/li>
    • <\/i><\/div>

      GEOPHYSICAL TESTS:<\/h3>
      <\/div>\n
        \n
      • Seismic microregionization of terrain<\/li>\n
      • Geoelectrical tests of the terrain<\/li>\n
      • Refraction method<\/li>\n
      • MASW \u2013 multichannel analysis of surface waves<\/li>\n
      • HVSR \u2013 determination of the fundamental frequency of ground oscillation<\/li>\n
      • Down hole – seismic logging<\/li>\n
      • Data processing with report creation<\/li>\n<\/ul>\n<\/div><\/div>
        <\/div><\/li>
      • <\/i><\/div>

        OUR EQUIPMENT:<\/h3>
        <\/div>\n

        Geomehanika LLC has complete “in situ” equipment for geotechnical research and laboratory equipment for geomechanical soil testing:<\/p>\n

          \n
        • \n

          Static penetrometer<\/span><\/h4>\n<\/li>\n<\/ul>\n

          PAGANI TG 73-200 nominal force 200 kN,
          \nPAGANI TG 63-150 nominal force 150 kN;<\/p>\n

            \n
          • \n

            Drilling rigs<\/span><\/h4>\n<\/li>\n<\/ul>\n

            Fraste Multidrill PL.G,
            \nFraste MULTIDRILL SL.G,
            \nComacchio GEO 405,
            \nComacchio Mounted drill – MC – T5;<\/p>\n

              \n
            • Fraste Multidrill PL.G,<\/li>\n
            • Fraste MULTIDRILL SL.G,<\/li>\n
            • Comacchio GEO 405,<\/li>\n
            • Comacchio Mounted drill \u2013 MC \u2013 T5;<\/li>\n
            • Laboratory for testing soil samples<\/span> (identification-classification tests, equipment for determining parameters of strength and deformable characteristics, equipment for determining parameters of bearing capacity and compaction of materials)<\/li>\n
            • Hoek’s cell<\/span> – digitized hydraulic press with a capacity of 3000 kN (Electric extensiometers for measuring elastic modules in rocks\/concrete)<\/li>\n
            • Examination of the pavement structure:<\/span><\/li>\n<\/ul>\n

              FWD Deflectometer \u2013 SWECO DENMARK \u2013 PRIMAX 2500
              \n“Skid Tester” and “Benkelman” beam<\/p>\n<\/div><\/div>

              <\/div><\/li><\/ul><\/div>[\/vc_column_inner][\/vc_row_inner][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"

              [vc_row][vc_column][vc_row_inner][vc_column_inner css=”.vc_custom_1661178387033{padding-right: 20px !important;padding-left: 20px !important;}”][vc_column_text] Field research All testing, research and sampling are carried out according to the rulebook on building structures – Eurocode 7, Eurocode 8 and valid standards. 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