{"id":1683,"date":"2021-09-23T17:56:51","date_gmt":"2021-09-23T17:56:51","guid":{"rendered":"https:\/\/www.geocontest.eu\/?page_id=1683"},"modified":"2021-12-22T10:02:59","modified_gmt":"2021-12-22T10:02:59","slug":"prove-penetrometriche-statiche-cpt","status":"publish","type":"page","link":"https:\/\/www.geocontest.eu\/?page_id=1683","title":{"rendered":"Prove penetrometriche statiche (CPT)"},"content":{"rendered":"<h2>\n<p><strong>Prove penetrometriche statiche (CPT)<\/strong><\/p>\n<p style=\"padding-left: 40px;\">\n<\/h2>\n<div>\n<p style=\"padding-left: 40px;\">La prova penetrometrica statica CPT (Cone Penetration Test) di tipo meccanico consiste essenzialmente nella misura della resistenza alla penetrazione di una punta meccanica di dimensioni e caratteristiche standardizzate, infissa\u00a0 nel\u00a0 terreno a velocit\u00e0 costante\u00a0 (v = 2 cm\/s\u00a0 \u00b1\u00a0 0,5 cm\/s ). La penetrazione viene effettuata tramite un dispositivo di spinta (martinetto idraulico), opportunamente ancorato al suolo con coppie di coclee ad infissione, che agisce su una batteria doppia di aste (aste coassiali esterne cave e interne piene), alla cui estremit\u00e0 \u00e8 collegata la punta. Lo sforzo necessario per l&#8217;infissione \u00e8 misurato per mezzo di manometri, collegati al martinetto mediante una testa di misura idraulica. La punta conica (del tipo telescopico) \u00e8 dotata di un manicotto sovrastante, per la misura dell&#8217;attrito laterale: punta \/ manicotto tipo &#8220;Begemann&#8221;.<\/p>\n<\/div>\n<ul>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/14042011582-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>14042011582<\/h3>\n<\/li>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/21012011410-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>21012011410<\/h3>\n<\/li>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/CPT-2-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>CPT 2<\/h3>\n<\/li>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/IMG_0707-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>IMG_0707<\/h3>\n<\/li>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/IMG_3111-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>IMG_3111<\/h3>\n<\/li>\n<li>\n<p>        <img decoding=\"async\" src=\"\/wp-content\/uploads\/2021\/12\/IMG_3413-1-scaled.jpg\" alt=\"\"><\/p>\n<h3>IMG_3413<\/h3>\n<\/li>\n<\/ul>\n<p><!--more--><br \/>\n<!-- {\"name\":\"Geotecnica\",\"type\":\"layout\",\"children\":[{\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\",\"padding\":\"large\",\"padding_remove_bottom\":true,\"animation\":\"fade\"},\"children\":[{\"type\":\"row\",\"props\":{\"column_gap\":\"large\",\"width\":\"large\"},\"children\":[{\"type\":\"column\",\"props\":{\"image_position\":\"center-center\",\"media_overlay_gradient\":\"\",\"position_sticky_breakpoint\":\"m\"},\"children\":[{\"type\":\"headline\",\"props\":{\"title_element\":\"h2\",\"content\":\"\n\n<p><strong>Prove penetrometriche statiche (CPT)<\\\/strong><\\\/p>\\n\n\n<p style=\\\"padding-left: 40px;\\\"><\\\/p>\",\"margin\":\"default\"}},{\"type\":\"text\",\"props\":{\"margin\":\"default\",\"column_breakpoint\":\"m\",\"content\":\"\n\n<p style=\\\"padding-left: 40px;\\\">La prova penetrometrica statica CPT (Cone Penetration Test) di tipo meccanico consiste essenzialmente nella misura della resistenza alla penetrazione di una punta meccanica di dimensioni e caratteristiche standardizzate, infissa\\u00a0 nel\\u00a0 terreno a velocit\\u00e0 costante\\u00a0 (v = 2 cm\\\/s\\u00a0 \\u00b1\\u00a0 0,5 cm\\\/s ). La penetrazione viene effettuata tramite un dispositivo di spinta (martinetto idraulico), opportunamente ancorato al suolo con coppie di coclee ad infissione, che agisce su una batteria doppia di aste (aste coassiali esterne cave e interne piene), alla cui estremit\\u00e0 \\u00e8 collegata la punta. Lo sforzo necessario per l'infissione \\u00e8 misurato per mezzo di manometri, collegati al martinetto mediante una testa di misura idraulica. La punta conica (del tipo telescopico) \\u00e8 dotata di un manicotto sovrastante, per la misura dell'attrito laterale: punta \\\/ manicotto tipo \\\"Begemann\\\".<\\\/p>\"}},{\"type\":\"gallery\",\"props\":{\"show_title\":false,\"show_meta\":false,\"show_content\":false,\"show_link\":true,\"show_hover_image\":true,\"grid_default\":\"1\",\"grid_medium\":\"3\",\"filter_style\":\"tab\",\"filter_all\":true,\"filter_position\":\"top\",\"filter_align\":\"left\",\"filter_grid_width\":\"auto\",\"filter_grid_breakpoint\":\"m\",\"overlay_mode\":\"cover\",\"overlay_hover\":true,\"overlay_style\":\"overlay-primary\",\"text_color\":\"light\",\"overlay_position\":\"center\",\"overlay_transition\":\"fade\",\"title_hover_style\":\"reset\",\"title_element\":\"h3\",\"meta_style\":\"meta\",\"meta_align\":\"below-title\",\"meta_element\":\"div\",\"link_text\":\"Ingrandisci\",\"link_style\":\"default\",\"text_align\":\"center\",\"margin\":\"default\",\"item_animation\":true,\"grid_masonry\":true,\"lightbox\":true,\"lightbox_image_width\":\"\"},\"children\":[{\"type\":\"gallery_item\",\"props\":{\"title\":\"14042011582\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/14042011582-1-scaled.jpg\"}},{\"type\":\"gallery_item\",\"props\":{\"title\":\"21012011410\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/21012011410-1-scaled.jpg\"}},{\"type\":\"gallery_item\",\"props\":{\"title\":\"CPT 2\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/CPT-2-1-scaled.jpg\"}},{\"type\":\"gallery_item\",\"props\":{\"title\":\"IMG_0707\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/IMG_0707-1-scaled.jpg\"}},{\"type\":\"gallery_item\",\"props\":{\"title\":\"IMG_3111\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/IMG_3111-1-scaled.jpg\"}},{\"type\":\"gallery_item\",\"props\":{\"title\":\"IMG_3413\",\"image\":\"wp-content\\\/uploads\\\/2021\\\/12\\\/IMG_3413-1-scaled.jpg\"}}]}]}]}],\"name\":\"Benefits\"}],\"version\":\"2.7.11\"} --><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Prove penetrometriche statiche (CPT) La prova penetrometrica statica CPT (Cone Penetration Test) di tipo meccanico consiste essenzialmente nella misura della resistenza alla penetrazione di una punta meccanica di dimensioni e caratteristiche standardizzate, infissa\u00a0 nel\u00a0 terreno a velocit\u00e0 costante\u00a0 (v = 2 cm\/s\u00a0 \u00b1\u00a0 0,5 cm\/s ). La penetrazione viene effettuata tramite un dispositivo di spinta [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":4,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-1683","page","type-page","status-publish","hentry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Prove penetrometriche statiche (CPT) - GeoContest S.r.l.<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.geocontest.eu\/?page_id=1683\" \/>\n<meta property=\"og:locale\" content=\"it_IT\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Prove penetrometriche statiche (CPT) - GeoContest S.r.l.\" \/>\n<meta property=\"og:description\" content=\"Prove penetrometriche statiche (CPT) La prova penetrometrica statica CPT (Cone Penetration Test) di tipo meccanico consiste essenzialmente nella misura della resistenza alla penetrazione di una punta meccanica di dimensioni e caratteristiche standardizzate, infissa\u00a0 nel\u00a0 terreno a velocit\u00e0 costante\u00a0 (v = 2 cm\/s\u00a0 \u00b1\u00a0 0,5 cm\/s ). 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