{"id":718,"date":"2018-09-20T14:14:54","date_gmt":"2018-09-20T14:14:54","guid":{"rendered":"https:\/\/www.geodes.it\/principali-lavori\/"},"modified":"2018-12-13T09:22:01","modified_gmt":"2018-12-13T09:22:01","slug":"main-works","status":"publish","type":"page","link":"https:\/\/www.geodes.it\/en\/main-works\/","title":{"rendered":"Main works"},"content":{"rendered":"<p>Main works<\/p>\n<p>Slopes<\/p>\n<p>Studies and investigations aimed at defining the stability problems of the Bard slope (AO). Feasibility of safety measures<\/p>\n<p>Ring road of Trento. Environmental urban restoration of the Piedicastello area. Municipality of Trento (TN).Executive Design for the reinforcement of the rocky ridge of Sardagna &#8211; South entrance tunnel of Piedicastello<\/p>\n<p>Remedial works for the landslide in Slavinac &#8211; Municipality of Lona Lases (TN)<\/p>\n<p>Reinforcement and safety measures for the Ognoli mine &#8211; Tavernola Bergamasca (BG)<\/p>\n<p>Valcava television transmission system &#8211; Municipality of Caprino Bergamasco (BG).Executive Design for the remedial works of the landslide<\/p>\n<p>Quarries<\/p>\n<p>Design for the closure of the quarrying site and the environmental restoration of the Quarry Al Faro or Scaletta in Sesto di Moriano (LU)<\/p>\n<p>Quarry of Tavernola Bergamasca (BG). Feasibility Design for an underground link between the Querry Ca &#8216;Bianca and the production plant<\/p>\n<p>Giustino Mine (TN). Monitoring of slope deformations and design for site closure<\/p>\n<p>Environmental Impact Assessment for the Ogliastro Quarry in the Municipality of Augusta (SR)<\/p>\n<p>Environmental Impact Assessment for the Monte Vidalto Mine in the Municipality of Vernasca (PC)<\/p>\n<p>Hydraulic works<\/p>\n<p>Studies and investigations aimed at defining the stability problems of the left side of the dam and the reservoir of Beauregard &#8211; Valgrisenche (AO)<\/p>\n<p>Beauregard Dam &#8211; Valgrisenche (AO) &#8211; Geological and geomechanical studies of the left bank<\/p>\n<p>Cumbidanovu Dam on Alto Cedrino &#8211; Orgosolo (NU).Geological and geotechnical study for the geotechnical design report and geotechnical assistance during construction<\/p>\n<p>Cedrino River: measures to mitigate the hydraulic risk in the territories downstream of the dam of Pedra and Othoni &#8211; 1st lot.Superelevation of the embankment to protect the urban area of Galtell\u00ec (NU) &#8211; Final Design<\/p>\n<p>Hydraulic node of Ivrea (TO)<\/p>\n<p>Final report to support the commission for technical-administrative acceptance of the large-scale hydroelectric power plant in Cogolo di Pejo (TN).Scheme of Pian Pal\u00f9 (Cogolo 2)<\/p>\n<p>Beauregard Dam &#8211; Valgrisenche (AO) &#8211; New spillway on the right bank.Study of the geomorphological context, recent evolution of the slope facing the work and proposal for monitoring<\/p>\n<p>Feasibility study of a new hydraulic weir in Valgrisenche (AO)<\/p>\n<p>Study aimed at assessing the feasibility of the Colle weir for the flood control of the Meduna River (PN)<\/p>\n<p>Roads, tunnels, bridges<\/p>\n<p>Salerno-Reggio Calabria motorway. Modernization and adaptation works to type 1b of the CNR\/80 Standards. Part 1 &#8211; Section 1 &#8211; Lot 2<\/p>\n<p>Interventions for securing the SS n.337 of Valle Vigezzo in the section between km 7+300 and 8+450<\/p>\n<p>SP 1 &#8220;di Sinistra Piave&#8221; \u2013 Tunnel design in the section between Pezzoneghe (Case Fagherazzi) and Visomelle.Col Cavalier bypass. Geology, hydrogeology, geotechnics and Executive Design for underground works and related entrances<\/p>\n<p>New four-seater chair lift with fixed attachment &#8220;Nuovo Garnel&#8221;. New &#8220;Fraiteve 3&#8221; double ski lift, new four-seater chair lift with automatic attachment &#8220;Trebials&#8221; &#8211; Sestriere (TO).Geotechnical design of the works in the preliminary and final phases<\/p>\n<p>Tunnel for the transport of limestone between the Colle Pedrino Quarry and the Monte Giglio deposits in the municipality of Calusco d&#8217;Adda<\/p>\n<p>Apennine crossing between Sasso Marconi and Barberino di Mugello. Road link of Firenzuola. Impact of the Poggione tunnel on the Acqua Panna aquifer<\/p>\n<p>Road connection A6-A21 (Asti-Cuneo). Part II A21 (Asti East) &#8211; A6 (Marene). Lot 8 &#8211; Cherasco-Marene &#8211; Second design variant.Roreto Tunnel &#8211; Climbing Tube, Asti side &#8211; Artificial section<\/p>\n<p>S.S. 12 Variant &#8211; Ring road of Ora and connection to the S.S. 48 Ora &#8211; S. Lugano<\/p>\n<p>Railway bridge on the Tanaro river in Alessandria<\/p>\n<p><!-- {\"name\":\"\",\"type\":\"layout\",\"children\":[{\"name\":\"titolo\",\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"default\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\",\"padding\":\"xsmall\"},\"children\":[{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"\",\"type\":\"headline\",\"props\":{\"title_element\":\"h1\",\"content\":\"Main works\",\"title_style\":\"\",\"title_decoration\":\"\",\"title_color\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"margin\":\"\",\"animation\":\"\",\"visibility\":\"\"}}]}]}]},{\"name\":\"\",\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"default\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\"},\"children\":[{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"Versanti\",\"type\":\"text\",\"props\":{\"margin\":\"default\",\"column_breakpoint\":\"m\",\"content\":\"\n\n<p>Slopes<\\\/p>\",\"text_style\":\"\",\"text_size\":\"large\",\"text_color\":\"\",\"column\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"animation\":\"\",\"visibility\":\"\"}}]}]},{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"descrizione - attivit\\u00e0\",\"type\":\"description_list\",\"props\":{\"show_title\":true,\"show_meta\":true,\"show_content\":true,\"show_link\":true,\"layout\":\"stacked\",\"width\":\"expand\",\"gutter\":\"small\",\"meta_style\":\"meta\",\"meta_align\":\"bottom-content\",\"leader\":true,\"title_style\":\"h5\",\"list_style\":\"divider\",\"list_size\":true,\"content_style\":\"\",\"link_style\":\"\",\"breakpoint\":\"\",\"title_color\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"margin\":\"\",\"animation\":\"\",\"visibility\":\"\"},\"children\":[{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Studies and investigations aimed at defining the stability problems of the Bard slope (AO).<br \\\/> Feasibility of safety measures<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Bard.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Ring road of Trento. Environmental urban restoration of the Piedicastello area. Municipality of Trento (TN).<br \\\/>Executive Design for the reinforcement of the rocky ridge of Sardagna - South entrance tunnel of Piedicastello<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Piedicastello.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Remedial works for the landslide in Slavinac - Municipality of Lona Lases (TN)<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Slavinac.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Reinforcement and safety measures for the Ognoli mine - Tavernola Bergamasca (BG)<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Tavernola.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Valcava television transmission system - Municipality of Caprino Bergamasco (BG).<br \\\/>Executive Design for the remedial works of the landslide<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Valcava.pdf\"}}]}]}]}]},{\"name\":\"\",\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"default\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\"},\"children\":[{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"Cave\",\"type\":\"text\",\"props\":{\"margin\":\"default\",\"column_breakpoint\":\"m\",\"content\":\"\n\n<p>Quarries<\\\/p>\",\"text_style\":\"\",\"text_size\":\"large\",\"text_color\":\"\",\"column\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"animation\":\"\",\"visibility\":\"\"}}]}]},{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"descrizione - attivit\\u00e0\",\"type\":\"description_list\",\"props\":{\"show_title\":true,\"show_meta\":true,\"show_content\":true,\"show_link\":true,\"layout\":\"stacked\",\"width\":\"expand\",\"gutter\":\"small\",\"meta_style\":\"meta\",\"meta_align\":\"bottom-content\",\"leader\":true,\"title_style\":\"h5\",\"list_style\":\"divider\",\"list_size\":true,\"content_style\":\"\",\"link_style\":\"\",\"breakpoint\":\"\",\"title_color\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"margin\":\"\",\"animation\":\"\",\"visibility\":\"\"},\"children\":[{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Design for the closure of the quarrying site and the environmental restoration of the Quarry Al Faro or Scaletta in Sesto di Moriano (LU)<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Cava-Al-Faro-o-Scaletta.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Lafarge.pdf\",\"content\":\"\n\n<p>Quarry of Tavernola Bergamasca (BG). Feasibility Design for an underground link between the Querry Ca 'Bianca and the production plant<\\\/p>\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Giustino Mine (TN). Monitoring of slope deformations and design for site closure<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Miniera-di-Giustino.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Environmental Impact Assessment for the Ogliastro Quarry in the Municipality of Augusta (SR)<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Ogliastro.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Environmental Impact Assessment for the Monte Vidalto Mine in the Municipality of Vernasca (PC)<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Vidalto.pdf\"}}]}]}]}]},{\"name\":\"\",\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"default\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\"},\"children\":[{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"opere idrauliche\",\"type\":\"text\",\"props\":{\"margin\":\"default\",\"column_breakpoint\":\"m\",\"content\":\"\n\n<p>Hydraulic works<\\\/p>\",\"text_style\":\"\",\"text_size\":\"large\",\"text_color\":\"\",\"column\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"animation\":\"\",\"visibility\":\"\"}}]}]},{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"descrizione - attivit\\u00e0\",\"type\":\"description_list\",\"props\":{\"show_title\":true,\"show_meta\":true,\"show_content\":true,\"show_link\":true,\"layout\":\"stacked\",\"width\":\"expand\",\"gutter\":\"small\",\"meta_style\":\"meta\",\"meta_align\":\"bottom-content\",\"leader\":true,\"title_style\":\"h5\",\"list_style\":\"divider\",\"list_size\":true,\"content_style\":\"\",\"link_style\":\"\",\"breakpoint\":\"\",\"title_color\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"margin\":\"\",\"animation\":\"\",\"visibility\":\"\"},\"children\":[{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Studies and investigations aimed at defining the stability problems of the left side of the dam and the reservoir of Beauregard - Valgrisenche (AO)<\\\/p>\",\"meta\":\"\",\"title\":\"\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Beauregard_1.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Beauregard Dam - Valgrisenche (AO) - Geological and geomechanical studies of the left bank<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Beauregard_2.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Cumbidanovu Dam on Alto Cedrino - Orgosolo (NU).<br \\\/>Geological and geotechnical study for the geotechnical design report and geotechnical assistance during construction<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Diga-di-Cumbidanovu.pdf\",\"title\":\"\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Cedrino River: measures to mitigate the hydraulic risk in the territories downstream of the dam of Pedra and Othoni - 1st lot.<br \\\/>Superelevation of the embankment to protect the urban area of Galtell\\u00ec (NU) - Final Design<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Galtelli.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Hydraulic node of Ivrea (TO)<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Nodo-Ivrea.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Final report to support the commission for technical-administrative acceptance of the large-scale hydroelectric power plant in Cogolo di Pejo (TN).<br \\\/>Scheme of Pian Pal\\u00f9 (Cogolo 2)<\\\/p>\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Beauregard Dam - Valgrisenche (AO) - New spillway on the right bank.<br \\\/>Study of the geomorphological context, recent evolution of the slope facing the work and proposal for monitoring<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Sfioratore_Beauregard.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Feasibility study of a new hydraulic weir in Valgrisenche (AO)<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Traversa-di-Beauregard.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Study aimed at assessing the feasibility of the Colle weir for the flood control of the Meduna River (PN)<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Traversa-di-Colle.pdf\"}}]}]}]}]},{\"name\":\"\",\"type\":\"section\",\"props\":{\"style\":\"default\",\"width\":\"default\",\"vertical_align\":\"middle\",\"title_position\":\"top-left\",\"title_rotation\":\"left\",\"title_breakpoint\":\"xl\",\"image_position\":\"center-center\"},\"children\":[{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"Strade, gallerie, ponti \",\"type\":\"text\",\"props\":{\"margin\":\"default\",\"column_breakpoint\":\"m\",\"content\":\"\n\n<p>Roads, tunnels, bridges<\\\/p>\",\"text_style\":\"\",\"text_size\":\"large\",\"text_color\":\"\",\"column\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"animation\":\"\",\"visibility\":\"\"}}]}]},{\"name\":\"\",\"type\":\"row\",\"props\":{\"fixed_width\":\"large\",\"breakpoint\":\"m\",\"layout\":\"1-1\"},\"children\":[{\"name\":\"\",\"type\":\"column\",\"props\":{\"widths\":[\"1-1\"],\"image_position\":\"center-center\"},\"children\":[{\"name\":\"descrizione - attivit\\u00e0\",\"type\":\"description_list\",\"props\":{\"show_title\":true,\"show_meta\":true,\"show_content\":true,\"show_link\":true,\"layout\":\"stacked\",\"width\":\"expand\",\"gutter\":\"small\",\"meta_style\":\"meta\",\"meta_align\":\"bottom-content\",\"leader\":true,\"title_style\":\"h5\",\"list_style\":\"divider\",\"list_size\":true,\"content_style\":\"\",\"link_style\":\"\",\"breakpoint\":\"\",\"title_color\":\"\",\"text_align\":\"\",\"text_align_breakpoint\":\"\",\"text_align_fallback\":\"\",\"maxwidth\":\"\",\"maxwidth_align\":\"\",\"maxwidth_breakpoint\":\"\",\"margin\":\"\",\"animation\":\"\",\"visibility\":\"\"},\"children\":[{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Salerno-Reggio Calabria motorway. Modernization and adaptation works to type 1b of the CNR\\\/80 Standards. Part 1 - Section 1 - Lot 2<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Sa-Rc.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Interventions for securing the SS n.337 of Valle Vigezzo in the section between km 7+300 and 8+450<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Vigezzo-definitivo.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>SP 1 \\\"di Sinistra Piave\\\" \\u2013 Tunnel design in the section between Pezzoneghe (Case Fagherazzi) and Visomelle.<br \\\/>Col Cavalier bypass. Geology, hydrogeology, geotechnics and Executive Design for underground works and related entrances<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Belluno.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>New four-seater chair lift with fixed attachment \\\"Nuovo Garnel\\\". New \\\"Fraiteve 3\\\" double ski lift, new four-seater chair lift with automatic attachment \\\"Trebials\\\" - Sestriere (TO).<br \\\/>Geotechnical design of the works in the preliminary and final phases<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Agenzia-TO_2006.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Tunnel for the transport of limestone between the Colle Pedrino Quarry and the Monte Giglio deposits in the municipality of Calusco d'Adda<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Calusco_2pagine.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Apennine crossing between Sasso Marconi and Barberino di Mugello. Road link of Firenzuola. Impact of the Poggione tunnel on the Acqua Panna aquifer<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Firenzuola.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Road connection A6-A21 (Asti-Cuneo). Part II A21 (Asti East) - A6 (Marene). Lot 8 - Cherasco-Marene - Second design variant.<br \\\/>Roreto Tunnel - Climbing Tube, Asti side - Artificial section<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Marene.pdf\"}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>S.S. 12 Variant - Ring road of Ora and connection to the S.S. 48 Ora - S. Lugano<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Ora.pdf\",\"link_target\":true}},{\"name\":\"\",\"type\":\"description_list_item\",\"props\":{\"content\":\"\n\n<p>Railway bridge on the Tanaro river in Alessandria<\\\/p>\",\"link\":\"wp-content\\\/uploads\\\/2018\\\/09\\\/Ponte-di-Alessandria.pdf\"}}]}]}]}]}]} --><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Main works Slopes Studies and investigations aimed at defining the stability problems of the Bard slope (AO). Feasibility of safety measures Ring road of Trento. Environmental urban restoration of the Piedicastello area. Municipality of Trento (TN).Executive Design for the reinforcement of the rocky ridge of Sardagna &#8211; South entrance tunnel of Piedicastello Remedial works for [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":997,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":"","_members_access_role":[],"_members_access_error":""},"class_list":["post-718","page","type-page","status-publish","has-post-thumbnail","hentry"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.5 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Main works - Geodes<\/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.geodes.it\/en\/main-works\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Main works - Geodes\" \/>\n<meta property=\"og:description\" content=\"Main works Slopes Studies and investigations aimed at defining the stability problems of the Bard slope (AO). Feasibility of safety measures Ring road of Trento. Environmental urban restoration of the Piedicastello area. 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