{"id":1171,"date":"2015-10-21T10:10:45","date_gmt":"2015-10-21T07:10:45","guid":{"rendered":"https:\/\/geostandsa1.gr\/geotechnical-investigation\/?lang=el"},"modified":"2016-06-08T10:08:20","modified_gmt":"2016-06-08T07:08:20","slug":"geotechnical-investigation","status":"publish","type":"page","link":"https:\/\/geostandsa1.gr\/el\/geotechnical-investigation\/","title":{"rendered":"Geotechnical investigation"},"content":{"rendered":"

[et_pb_section admin_label=”Section” fullwidth=”on” specialty=”off” transparent_background=”off” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” custom_padding=”0px|0px” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off” background_color=”#eeeeee”][et_pb_fullwidth_header admin_label=”Title” title=”Geotechnical Investigation” background_layout=”light” text_orientation=”left” header_fullscreen=”off” header_scroll_down=”off” background_color=”#eeeeee” parallax=”off” parallax_method=”off” content_orientation=”center” image_orientation=”center” custom_button_one=”off” button_one_letter_spacing=”0″ button_one_use_icon=”default” button_one_icon_placement=”right” button_one_on_hover=”on” button_one_letter_spacing_hover=”0″ custom_button_two=”off” button_two_letter_spacing=”0″ button_two_use_icon=”default” button_two_icon_placement=”right” button_two_on_hover=”on” button_two_letter_spacing_hover=”0″] [\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off” background_image=”https:\/\/geostandsa1.gr\/assets\/uploads\/divider.png” transparent_background=”off” allow_player_pause=”off” inner_shadow=”off” parallax=”off” parallax_method=”off” custom_padding=”0px|0px” padding_mobile=”off” make_fullwidth=”off” use_custom_width=”off” width_unit=”on” make_equal=”off” use_custom_gutter=”off”][et_pb_row admin_label=”Row”][et_pb_column type=”4_4″][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off”][et_pb_row admin_label=”Row”][et_pb_column type=”1_2″][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

Soil Mechacnics<\/strong><\/p>\n

\u2022 DETERMINATION OF WATER CONTENT (MOISTURE) OF
\nSOILS
\n\u2022 DETERMINATION OF LIQUID LIMIT, PLASTIC LIMIT AND
\nPLASTICITY INDEX OF SOILS
\n\u2022 DETERMINATION OF SOILS SPECIFIC GRAVITY
\n\u2022 DETERMINATION OF UNIT WEIGHT OF SOILS
\n\u2022 SIEVE ANALYSIS OF SOILS
\n\u2022 PARTICLE SIZE SOIL ANALYSIS BY HYDROMETER
\n\u2022 TEST OF MOISTURE – DENSITY RELATIONS OF SOILS
\n(standard and modified PROCTOR method)
\n\u2022 DETERMINATION OF BEARING CAPACITY OF SOILS (CBR)
\n\u2022 TRIAXIAL COMPRESSIVE STRENGTH TESTS
\n\u2022 DIRECT SHEAR TEST
\n\u2022 ONE DIMENSIONAL CONSOLIDATION TEST
\n\u2022 UNCONFINED COMPRESSION TEST
\n\u2022 DETERMINATION OF RESIDUAL STRENGTH USING
\nTHE SMALL RING SHEAR APPARATUS (BROMHEAD)
\n\u2022 PERMEABILITY OF GRANULAR AND FINE GRAINED SOILS
\n(CONSTANT AND FALLING HEAD)<\/p>\n

[\/et_pb_text][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

In Situ Tests<\/strong><\/p>\n

\u2022 DENSITY OF SOILS IN SITU BY THE SAND CONE METHOD
\n\u2022 PLATE LOAD TEST
\n\u2022 MEASUREMENT OF STIFFNESS AND APPARENT MODULUS
\nOF SOIL AND SOIL AGGREGATES IN SITU BY AN ELECTROMECHANICAL
\nMETHOD (GEOGAUGE)<\/p>\n

[\/et_pb_text][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

Concrete Tests<\/strong><\/p>\n

\u2022 SAMPLING, CASTING AND CURING OF CONCRETE
\nSPECIMEN
\n\u2022 SLUMP TEST
\n\u2022 DETERMINATION OF DENSITY OF FRESHLY MIXED
\nCONCRETE
\n\u2022 COMPRESSIVE STRENGTH OF TEST CONCRETE
\nSPECIMENS
\n\u2022 DETERMINATION OF ELASTIC PARAMETERS OF
\nCONCRETE SPECIMENT
\n\u2022 DETERMINATION OF AIR CONTENT OF FRESHLY MIXED
\nCONCRETE BY THE PRESSURE METHOD
\n\u2022 OBTAINING AND TESTING DRILLED CORES
\nOF CONCRETE
\n\u2022 CONCRETE MIX DESIGN
\n35<\/p>\n

[\/et_pb_text][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

\u0391sphalt Mix Tests<\/strong><\/p>\n

\u2022 EXTRACTION OF BITUMEN FROM PAVEMENT MIXTURES \u2013
\nDETERMINATION OF ASPHALT CONTENT
\n\u2022 MARSHALL STABILITY AND FLOW DETERMINATION
\n\u2022 DETERMINATION OF MAXIMUM SPECIFIC GRAVITY OF
\nBITUMINOUS PAVING MIXTURES (RICE TEST)
\n\u2022 ASPHALT MIX DESIGN
\n\u2022 AFFINITY AGGREGATE – BITUMEN DETERMINATION<\/p>\n

[\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″][et_pb_text admin_label=”Golden Text” background_layout=”light” text_orientation=”left” module_class=”gold-box” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

Aggregates Tests<\/strong><\/p>\n

\u2022 SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES
\n\u2022 DETERMINATION OF WATER ABSORPTION OF AGGREGATES
\n\u2022 DETERMINATION OF SPECIFIC GRAVITY OF CORSE AND
\nFINE AGGREGATES
\n\u2022 DETERMINATION OF MATERIAL FINER THAN 75im SIEVE
\nIN MINERAL AGGREGATES BY WASHING
\n\u2022 DETERMINATION OF RESISTANCE TO WEAR
\n(Los Angeles test)
\n\u2022 SOUNDNESS OF AGGREGATES DETERMINATION
\n\u2022 SAND EQUIVALENT VALUE OF SOILS AND FINE AGGREGATES
\n\u2022 DETERMINATION OF FLAKINESS INDEX
\n\u2022 DETERMINATION OF ELONGATION INDEX
\n\u2022 METHYLENE BLUE TEST<\/p>\n

[\/et_pb_text][et_pb_text admin_label=”Gold Border” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid” module_class=”gold-border”]<\/p>\n

Rock Mechacnics<\/strong><\/p>\n

\u2022 POINT LOAD TEST
\n\u2022 DETERMINATION OF POROSITY AND BULK DENSITY OF ROCK
\n\u2022 DIRECT SHEAR STRENGTH OF ROCK SPECIMENS
\n\u2022 UNIAXIAL COMPRESSIVE STRENGTH
\n\u2022 UNIAXIAL COMPRESSIVE STRENGTH WITH MEASUREMENT OF ELASTIC PARAMETERS
\n\u2022 TENSILE STENGTH DETERMINATION (BRAZILIAN TEST)<\/p>\n

[\/et_pb_text][et_pb_text admin_label=”Text” background_layout=”light” text_orientation=”left” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

\u039don Destructive Testing<\/strong><\/p>\n

\u2022 SCHMIDT HAMMER
\n\u2022 APPARATUS FOR REINFORCEMENT TRACING, COVER MEASUREMENT
\nAND BAR DIAMETER DETERMINATION
\n\u2022 ULTRASONIC CONCRETE CONTROL
\n\u2022 CONCRETE REINFORCEMENT CORROSION ANALYSIS
\n\u2022 CONDUCTIVITY MEASUREMENT
\n\u2022 CRACKS LINEAR VARIATION MEASUREMENT<\/p>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section admin_label=”Section” fullwidth=”off” specialty=”off”][et_pb_row admin_label=”Row”][et_pb_column type=”4_4″][et_pb_text admin_label=”Gallery” background_layout=”light” text_orientation=”center” use_border_color=”off” border_color=”#ffffff” border_style=”solid”]<\/p>\n

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[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

Soil Mechacnics \u2022 DETERMINATION OF WATER CONTENT (MOISTURE) OF SOILS \u2022 DETERMINATION OF LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS \u2022 DETERMINATION OF SOILS SPECIFIC GRAVITY \u2022 DETERMINATION OF UNIT WEIGHT OF SOILS \u2022 SIEVE ANALYSIS OF SOILS \u2022 PARTICLE SIZE SOIL ANALYSIS BY HYDROMETER \u2022 TEST OF MOISTURE – DENSITY RELATIONS OF […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-1171","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/pages\/1171","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/comments?post=1171"}],"version-history":[{"count":0,"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/pages\/1171\/revisions"}],"wp:attachment":[{"href":"https:\/\/geostandsa1.gr\/el\/wp-json\/wp\/v2\/media?parent=1171"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}