{"id":1049,"date":"2022-08-29T10:31:29","date_gmt":"2022-08-29T10:31:29","guid":{"rendered":"http:\/\/geomehanika.rs\/rekonstrukcija-pruge-beograd-nis\/"},"modified":"2022-10-10T13:11:01","modified_gmt":"2022-10-10T13:11:01","slug":"reconstruction-of-the-belgrade-nis-railway","status":"publish","type":"post","link":"https:\/\/geomehanika.rs\/en\/reconstruction-of-the-belgrade-nis-railway\/","title":{"rendered":"Reconstruction of the Belgrade-Nis railway"},"content":{"rendered":"<p>[vc_row][vc_column][vc_column_text]<\/p>\n<h1>Reconstruction of the Belgrade-Nis railway, section Stalac &#8211; Djunis<\/h1>\n<h3><span style=\"color: #86909f;\">\u2013 Reconstruction and modernization of the existing railway track and construction of the second track of the Belgrade-Nis railway, Stalac-Djunis section, Conceptual solution, IPA 2011-WBIF-Infrastructure Project \u2013 Serbia Transport WB8-SER-TRA-14, EuropeAid 131160\/C\/SER\/MULTI \/3C, August 2015<\/span><\/h3>\n<p>&nbsp;<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-446 size-full alignnone\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Sire-i-uze-istrazno-podrucje-1.jpg\" alt=\"\" width=\"800\" height=\"594\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Sire-i-uze-istrazno-podrucje-1.jpg 800w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Sire-i-uze-istrazno-podrucje-1-300x223.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/Sire-i-uze-istrazno-podrucje-1-768x570.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><\/p>\n<p style=\"font-size: 25px;\"><strong>Investitor:<\/strong> AD \u017deleznice Srbije<\/p>\n<p>Nemanjina 6, 11000 Beograd, Srbija<\/p>\n<p>&nbsp;<\/p>\n<p style=\"text-align: justify;\"><strong>Opis:<\/strong> Predmetna deonica pruge od Stala\u0107a do \u0110unisa u du\u017eini od oko 19 km, deo je panevropskog koridora X, me\u0111unarodne pruge Beograd \u2013 Ni\u0161. Pruga ide dolinom reke Ju\u017ene Morave koja se probila kroz Mojsinjsku planinu formiraju\u0107i Stala\u0107ku klisuru koja se nametnula kao predisponirani pravac za drumski i \u017eelezni\u010dki saobra\u0107aj. Elaborat je ura\u0111en na osnovu analize postoje\u0107e dokumentacije, novoizvedenih istra\u017eivanja terena i analize rezultata laboratorijskih ispitivanja koja su obavljena u periodu od 03.02.-02.09.2015. godine. Imaju\u0107i u vidu terenske uslove, vrstu i oblik objekta izvedeno je rekognosciranje terena:<\/p>\n<p>\u2013 21 (dvadeset jedna) bu\u0161otina ukupne du\u017eine 196.20 m,<br \/>\n\u2013 25 (dvadesetpet) opita SPT u istra\u017enim bu\u0161otinama,<br \/>\n\u2013 13 (trinasest) opita stati\u010dke penetracije CPT, ukupne du\u017eine 90.80 m,<br \/>\n\u2013 uzimanje poreme\u0107enih i neporeme\u0107enih uzoraka tla i utvr\u0111ivanje nivoa podzemne vode,<br \/>\n\u2013 6 (\u0161est) istra\u017enih jama po 1.50 m,<br \/>\n\u2013 6 (\u0161est) opita Light Drop Tester-om<br \/>\n\u2013 raskopi ili snimanje izdanaka na portalima 6 kom,<br \/>\n\u2013 geoelektri\u010dne sonde 55 komada,<br \/>\n\u2013 geoelektri\u010dna ispitivanja na 17 profila,<br \/>\n\u2013 seizmi\u010dka ispitivanja na 14 profila.[\/vc_column_text][vc_empty_space][vc_row_inner][vc_column_inner width=&#8221;1\/2&#8243; css=&#8221;.vc_custom_1661769153612{padding-top: 20px !important;padding-right: 20px !important;padding-bottom: 20px !important;}&#8221;][vc_column_text]<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-447\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/1.jpg\" alt=\"\" width=\"750\" height=\"1000\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/1.jpg 750w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/1-225x300.jpg 225w\" sizes=\"auto, (max-width: 750px) 100vw, 750px\" \/><br \/>\n<em>Ispod mosta kod Stalaca CPT<\/em><\/p>\n<p>[\/vc_column_text][\/vc_column_inner][vc_column_inner width=&#8221;1\/2&#8243; css=&#8221;.vc_custom_1661769163098{padding-top: 20px !important;padding-bottom: 20px !important;padding-left: 20px !important;}&#8221;][vc_column_text]<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-448\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/2.jpg\" alt=\"\" width=\"750\" height=\"1000\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/2.jpg 750w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/2-225x300.jpg 225w\" sizes=\"auto, (max-width: 750px) 100vw, 750px\" \/><br \/>\n<em>Rekonstrukcija<\/em><\/p>\n<p>[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_column_text]<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-449\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/3.jpg\" alt=\"\" width=\"800\" height=\"534\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/3.jpg 800w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/3-300x200.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/3-768x513.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><br \/>\n<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-450\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/4.jpg\" alt=\"\" width=\"900\" height=\"675\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/4.jpg 900w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/4-300x225.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/4-768x576.jpg 768w\" sizes=\"auto, (max-width: 900px) 100vw, 900px\" \/><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-451\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/5.jpg\" alt=\"\" width=\"1000\" height=\"750\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/5.jpg 1000w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/5-300x225.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/5-768x576.jpg 768w\" sizes=\"auto, (max-width: 1000px) 100vw, 1000px\" \/><em>Geofizicka ispitivanja<\/em><\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-452\" src=\"http:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/6.jpg\" alt=\"\" width=\"936\" height=\"434\" srcset=\"https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/6.jpg 936w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/6-300x139.jpg 300w, https:\/\/geomehanika.rs\/wp-content\/uploads\/2022\/08\/6-768x356.jpg 768w\" sizes=\"auto, (max-width: 936px) 100vw, 936px\" \/><em>Seizmika<\/em><\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Reconstruction and modernization of the existing railway track and construction of the second track of the Belgrade-Nis railway, Stalac-Djunis section, Conceptual solution, IPA 2011-WBIF-Infrastructure Project \u2013 Serbia Transport WB8-SER-TRA-14, EuropeAid 131160\/C\/SER\/MULTI \/3C, August 2015<\/p>\n","protected":false},"author":1,"featured_media":850,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[12],"tags":[],"class_list":["post-1049","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-projects","category-12","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v25.5 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Reconstruction of the Belgrade-Nis railway - Geomehanika<\/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:\/\/geomehanika.rs\/rekonstrukcija-pruge-beograd-nis\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Reconstruction of the Belgrade-Nis railway - Geomehanika\" \/>\n<meta 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