{"id":7855,"date":"2017-02-16T13:32:23","date_gmt":"2017-02-16T11:32:23","guid":{"rendered":"https:\/\/www.emetro.gr?page_id=7855"},"modified":"2024-06-03T14:55:21","modified_gmt":"2024-06-03T11:55:21","slug":"site-investigation","status":"publish","type":"page","link":"https:\/\/www.emetro.gr\/?page_id=7855&lang=en","title":{"rendered":"Geological and Geotechnical Investigation"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"7855\" class=\"elementor elementor-7855\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-f5aac18 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f5aac18\" 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-09e3a52\" data-id=\"09e3a52\" 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-f00e021 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"f00e021\" 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-66 elementor-inner-column elementor-element elementor-element-6696fec\" data-id=\"6696fec\" 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-2a4ed95 elementor-widget elementor-widget-text-editor\" data-id=\"2a4ed95\" data-element_type=\"widget\" data-e-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\t<p>The geological and geotechnical Investigation that was executed in order to determine the geological and geotechnical conditions along Line 4A included, among others, the drilling of 190 sampling boreholes (in conjunction with the execution of a number of in-situ tests at these boreholes), the execution of lab tests on approximately 5800 samples obtained from these sampling boreholes, the installation of 162 piezometers to monitor the ground water level and the execution of pressuremeter tests in 8 specifically drilled boreholes.<\/p><p>\u00a0<\/p><p>The investigation revealed that the geological environment of the Project consists of bedrock formations including the <em>Athens Schist<\/em> and the <em>Sandstone &#8211; Marl Series<\/em>, while in certain areas <em>Crest Limestone<\/em>, <em>Alepovouni Formation<\/em> and <em>Ultrabasic Rocks<\/em> are encountered. Hymettus <em>Alluvial Fan Deposits<\/em>, <em>Fluvio-torrential Deposits<\/em> from various hydrographic axes in the area and superficial <em>Artificial Deposits<\/em> of a small thickness are deposited on top of the bedrock.<\/p><p>\u00a0<\/p><p>The most common lithological types that are encountered along the alignment are meta-sandstone, meta-siltstone and shale, usually in alternations, the frequency of which is almost 50%. The lithological types that follow are sandstone, claystone, marly limestone of the Sandstone \u2013 Marl Series (cumulative frequency around 24%) and breccia, claystone, clayey gravel and clay of the Alluvial Fan Deposits (cumulative frequency around 12%). The remaining 14% consists of weathering mantle (2.5%) of various formations, phyllite, schist, serpentinite, dolomite, shear zones, various soils, etc.<\/p><p>\u00a0<\/p><p>The Project intersects Ilissos river and its tributaries, as well as the torrents descending from Tourkovounia in the areas of Galatsi, Kypseli and Alexandras. With a few exceptions, the other hydrographic axes have been embedded and converted into underground rainwater ducts.<\/p><p>\u00a0<\/p><p>The groundwater level is expected, in general, above the tunnel crown. Exceptions to this rule are some short sections, where the groundwater level is within or below the tunnel profile.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\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-33 elementor-inner-column elementor-element elementor-element-1bed365\" data-id=\"1bed365\" 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\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>\n\t\t","protected":false},"excerpt":{"rendered":"<p>The geological and geotechnical Investigation that was executed in order to determine the geological and geotechnical conditions along Line 4A included, among others, the drilling of 190 sampling boreholes (in conjunction with the execution of a number of in-situ tests at these boreholes), the execution of lab tests on approximately 5800 samples obtained from these sampling boreholes, the installation of 162 piezometers to monitor the ground water level and the execution of pressuremeter tests in 8 specifically drilled boreholes. \u00a0 The investigation revealed that the geological environment of the Project consists of bedrock formations including the Athens Schist and the Sandstone &#8211; Marl Series, while in certain areas Crest Limestone, Alepovouni Formation and Ultrabasic Rocks are encountered. Hymettus Alluvial Fan Deposits, Fluvio-torrential Deposits from various hydrographic axes in the area and superficial Artificial Deposits of a small thickness are deposited on top of the bedrock. \u00a0 The most common lithological types that are encountered along the alignment are meta-sandstone, meta-siltstone and shale, usually in alternations, the frequency of which is almost 50%. The lithological types that follow are sandstone, claystone, marly limestone of the Sandstone \u2013 Marl Series (cumulative frequency around 24%) and breccia, claystone, clayey gravel and clay of the Alluvial Fan Deposits (cumulative frequency around 12%). The remaining 14% consists of weathering mantle (2.5%) of various formations, phyllite, schist, serpentinite, dolomite, shear zones, various soils, etc. \u00a0 The Project intersects Ilissos river and its tributaries, as well as the torrents descending from Tourkovounia in the areas of Galatsi, Kypseli and Alexandras. With a few exceptions, the other hydrographic axes have been embedded and converted into underground rainwater ducts. \u00a0 The groundwater level is expected, in general, above the tunnel crown. Exceptions to this rule are some short sections, where the groundwater level is within or below the tunnel profile.<\/p>\n","protected":false},"author":9,"featured_media":0,"parent":8643,"menu_order":185,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-7855","page","type-page","status-publish","hentry"],"rttpg_featured_image_url":null,"rttpg_author":{"display_name":"elinaki","author_link":"https:\/\/www.emetro.gr\/?author=9"},"rttpg_comment":0,"rttpg_category":" <a href=\"https:\/\/www.emetro.gr\/?lang=en\" rel=\"tag\">English<\/a>","rttpg_excerpt":"The geological and geotechnical Investigation that was executed in order to determine the geological and geotechnical conditions along Line 4A included, among others, the drilling of 190 sampling boreholes (in conjunction with the execution of a number of in-situ tests at these boreholes), the execution of lab tests on approximately 5800 samples obtained from these&hellip;","_links":{"self":[{"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/pages\/7855","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/www.emetro.gr\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=7855"}],"version-history":[{"count":5,"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/pages\/7855\/revisions"}],"predecessor-version":[{"id":29767,"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/pages\/7855\/revisions\/29767"}],"up":[{"embeddable":true,"href":"https:\/\/www.emetro.gr\/index.php?rest_route=\/wp\/v2\/pages\/8643"}],"wp:attachment":[{"href":"https:\/\/www.emetro.gr\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=7855"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}