{"id":24977,"date":"2016-10-30T10:51:04","date_gmt":"2016-10-30T08:51:04","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/?p=24977"},"modified":"2016-11-11T18:54:33","modified_gmt":"2016-11-11T16:54:33","slug":"calcul-piloti-conform-sr-en-1997-1","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/","title":{"rendered":"Calcul Piloti &#8211; Conform SR EN 1997-1"},"content":{"rendered":"<p><strong>Calcul Piloti &#8211; Conform SR EN 1997-1<\/strong>: Capacitatea portanta ultima la compresiune stabilita pe baza rezultatelor incercarilor asupra pamanturilor:<\/p>\n<p>Capacitatea portanta de calcul R<sub>c;d\u00a0<\/sub>a unui pilot se obtine folosind relatia:<\/p>\n<p style=\"text-align: center;\">R<sub>c;d\u00a0<\/sub>= R<sub>b;d\u00a0<\/sub>+ R<sub>s;d<\/sub><\/p>\n<p style=\"text-align: left;\">Pentru fiecare pilot, valorile R<sub>b;d\u00a0<\/sub>si R<sub>s;d <\/sub>se obtin astfel:<\/p>\n<p style=\"text-align: center;\">\u00a0R<sub>b;d<\/sub> = R<sub>b;k<\/sub>\/\u03b3<sub>b\u00a0<\/sub> si R<sub>s;d\u00a0<\/sub>= R<sub>s;k<\/sub>\/\u03b3<sub>s\u00a0<\/sub><\/p>\n<p style=\"text-align: left;\">Valorile caracteristice ale R<sub>b;k <\/sub>si R<sub>s;k <\/sub>se determina folosind relatia:<\/p>\n<p style=\"text-align: left;\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-24979 aligncenter\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/rk-300x44.png\" alt=\"rk\" width=\"375\" height=\"55\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/rk-300x44.png 300w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/rk.png 399w\" sizes=\"(max-width: 375px) 100vw, 375px\" \/><\/p>\n<p style=\"text-align: left;\">Valorile caracteristice pot fi obtinute astfel:<\/p>\n<p style=\"text-align: center;\">R<sub>b;k\u00a0<\/sub>= A<sub>b<\/sub>q<sub>b;k \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0<\/sub>\u00a0R<sub>s;k<\/sub>= \u2211A<sub>s;t<\/sub>q<sub>s;t<\/sub><\/p>\n<p style=\"text-align: left;\">Conform <a href=\"http:\/\/www.mdlpl.ro\/_documente\/constructii\/reglementari_tehnice\/normativ_piloti.pdf\" target=\"_blank\">SR EN 1997-1<\/a> abordarile de calcul pentru piloti sunt:<\/p>\n<p><strong>ABORDAREA 1:<\/strong><\/p>\n<p>Gruparea 1: A1 + M1 + R1<\/p>\n<p>Gruparea 2: A2 + (M1 sau M2) + R4<\/p>\n<p><strong>ABORDAREA 2:<\/strong><\/p>\n<p>A1 + M1 + R1<\/p>\n<p><strong>ABORDAREA 3:<\/strong><\/p>\n<p>(A1 sau A2) + M2 + R3<\/p>\n<p><a href=\"http:\/\/www.mdlpl.ro\/_documente\/constructii\/reglementari_tehnice\/normativ_piloti.pdf\" target=\"_blank\">SR EN 1997-1-2006<\/a>\/NB-2008 recomanda utilizarea doar a abordarilor 1 si 3.<\/p>\n<p>Coeficientii partiali de rezistenta pentru fundatiile pe piloti conform <a href=\"http:\/\/www.revistaconstructiilor.eu\/wp-content\/uploads\/2013\/11\/constructii_ancheta_publica_ctr467.pdf\" target=\"_blank\">SR EN 1997-1 Anexa A<\/a> sunt:<\/p>\n<ul>\n<li>\u03b3<sub>b\u00a0<\/sub>\u00a0 pentru rezistenta pe varf<\/li>\n<li>\u03b3<sub>s<\/sub><sub>\u00a0<\/sub>\u00a0 pentru rezistenta prin frecare pe suprafata laterala a pilotilor supusi la compresiune<\/li>\n<li>\u03b3<sub>t<\/sub><sub>\u00a0<\/sub>\u00a0 pentru rezsitenta totala\/combinata a pilotilor supusi la compresiune<\/li>\n<li>\u03b3<sub>s;t<\/sub> pentru rezistenta la frecare pe suprafata laterala a pilotilor supusi la\u00a0tractiune<\/li>\n<\/ul>\n<p style=\"text-align: left;\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-24984 aligncenter\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c1-300x96.png\" alt=\"c1\" width=\"424\" height=\"136\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c1-300x96.png 300w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c1-500x160.png 500w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c1.png 512w\" sizes=\"(max-width: 424px) 100vw, 424px\" \/><\/p>\n<p style=\"text-align: center;\">Tabelul 1: Coeficienti partiali de rezistenta (\u03b3<sub>R<\/sub>) pentru pilotii de indesare<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-24989 aligncenter\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c2-300x95.png\" alt=\"c2\" width=\"441\" height=\"140\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c2-300x95.png 300w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c2-500x159.png 500w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c2.png 513w\" sizes=\"(max-width: 441px) 100vw, 441px\" \/><\/p>\n<p style=\"text-align: center;\">Tabelul 2: Coeficienti de rezistenta (\u03b3<sub>R<\/sub>) pentru piloti forati<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-24993 aligncenter\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c3-300x103.png\" alt=\"c3\" width=\"437\" height=\"150\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c3-300x103.png 300w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c3-500x172.png 500w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c3.png 514w\" sizes=\"(max-width: 437px) 100vw, 437px\" \/><\/p>\n<p style=\"text-align: center;\">Tabelul 3: Coeficienti de rezistenta (\u03b3<sub>R<\/sub>) pentru piloti cu burghiu continuu (CFA)<\/p>\n<p>Coeficienti de corelare pentru fundatiile pe piloti conform <a href=\"http:\/\/www.revistaconstructiilor.eu\/wp-content\/uploads\/2013\/11\/constructii_ancheta_publica_ctr467.pdf\">SR EN 1997-1-2006 Anexa A<\/a> sunt:<\/p>\n<ul>\n<li style=\"text-align: left;\">\u03be<sub>3<\/sub> \u00a0 pentru valoriile medii ale rezistentelor calculate pe baza incercarilor asupra pamanturilor<\/li>\n<li style=\"text-align: left;\">\u03be<sub>4 \u00a0<\/sub> pentru valorile minime ale rezistentelor calculate pe baza incercarilor asupra pamanturilor<\/li>\n<\/ul>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-24998 aligncenter\" src=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c4-300x59.png\" alt=\"c4\" width=\"463\" height=\"91\" srcset=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c4-300x59.png 300w, https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/c4.png 453w\" sizes=\"(max-width: 463px) 100vw, 463px\" \/><\/p>\n<p style=\"text-align: center;\">Tabelul 4: Coeficienti de corelare pentru stabilirea valorilor caracteristice pe baza incercarilor asupra pamanturilor (n numarul de incercari)<\/p>\n<p>&nbsp;<\/p>\n<p><strong><a href=\"https:\/\/www.geostru.eu\/ro\/shop\/geotehnica-si-geologie\/mp-piloti-si-micropiloti\/\" target=\"_blank\">Piloti si micropiloti-MP<\/a><br \/>\n<\/strong>Piloti si Micropiloti este un program pentru calcularea capacitatii portante a terenului de fundare pentru un pilot sau micropilot ce sustine o oarecare combinatie de sarcini (moment, forta normala, forfecare). Programul realizeaza, de asemenea, calculul structural dimensionand armaturile.<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Calcul Piloti &#8211; Conform SR EN 1997-1: Capacitatea portanta ultima la compresiune stabilita pe baza rezultatelor incercarilor asupra pamanturilor: Capacitatea portanta de calcul Rc;d\u00a0a unui pilot se obtine folosind relatia: Rc;d\u00a0= Rb;d\u00a0+ Rs;d Pentru fiecare pilot, valorile Rb;d\u00a0si Rs;d se obtin astfel: \u00a0Rb;d = Rb;k\/\u03b3b\u00a0 si Rs;d\u00a0= Rs;k\/\u03b3s\u00a0 Valorile caracteristice ale Rb;k si Rs;k se&hellip;<\/p>\n","protected":false},"author":216,"featured_media":25039,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,591],"tags":[627,626],"class_list":["post-24977","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-articole-pentru-geologie","tag-piloti","tag-piloti-forati","category-592","category-591","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Calcul Piloti - Conform SR EN 1997-1 - GeoStru EU<\/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.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Calcul Piloti - Conform SR EN 1997-1\" \/>\n<meta property=\"og:description\" content=\"Calcul Piloti &#8211; Conform SR EN 1997-1: Capacitatea portanta ultima la compresiune stabilita pe baza rezultatelor incercarilor asupra pamanturilor: Capacitatea portanta de calcul Rc;d\u00a0a unui pilot se obtine folosind relatia: Rc;d\u00a0= Rb;d\u00a0+ Rs;d Pentru fiecare pilot, valorile Rb;d\u00a0si Rs;d se obtin astfel: \u00a0Rb;d = Rb;k\/\u03b3b\u00a0 si Rs;d\u00a0= Rs;k\/\u03b3s\u00a0 Valorile caracteristice ale Rb;k si Rs;k se&hellip;\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\" \/>\n<meta property=\"og:site_name\" content=\"GeoStru EU\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/GeoStruSoftware\/\" \/>\n<meta property=\"article:published_time\" content=\"2016-10-30T08:51:04+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2016-11-11T16:54:33+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"2560\" \/>\n\t<meta property=\"og:image:height\" content=\"1437\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"filippo catanzariti\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:creator\" content=\"@geostru\" \/>\n<meta name=\"twitter:site\" content=\"@geostru\" \/>\n<meta name=\"twitter:label1\" content=\"Scris de\" \/>\n\t<meta name=\"twitter:data1\" content=\"filippo catanzariti\" \/>\n\t<meta name=\"twitter:label2\" content=\"Timp estimat pentru citire\" \/>\n\t<meta name=\"twitter:data2\" content=\"2 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\"},\"author\":{\"name\":\"filippo catanzariti\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\"},\"headline\":\"Calcul Piloti &#8211; Conform SR EN 1997-1\",\"datePublished\":\"2016-10-30T08:51:04+00:00\",\"dateModified\":\"2016-11-11T16:54:33+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\"},\"wordCount\":320,\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#organization\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg\",\"keywords\":[\"piloti\",\"piloti forati\"],\"articleSection\":[\"Articole Geotehnica\",\"Articole pentru geologie\"],\"inLanguage\":\"ro-RO\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\",\"url\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\",\"name\":\"Calcul Piloti - Conform SR EN 1997-1 - GeoStru EU\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg\",\"datePublished\":\"2016-10-30T08:51:04+00:00\",\"dateModified\":\"2016-11-11T16:54:33+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#breadcrumb\"},\"inLanguage\":\"ro-RO\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"ro-RO\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg\",\"width\":2560,\"height\":1437},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/www.geostru.eu\/ro\/home\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Calcul Piloti &#8211; Conform SR EN 1997-1\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#website\",\"url\":\"https:\/\/www.geostru.eu\/ro\/\",\"name\":\"GeoStru EU\",\"description\":\"Professionals at your service\",\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/www.geostru.eu\/ro\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"ro-RO\"},{\"@type\":\"Organization\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#organization\",\"name\":\"GeoStru EU\",\"url\":\"https:\/\/www.geostru.eu\/ro\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"ro-RO\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/logo\/image\/\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png\",\"width\":363,\"height\":115,\"caption\":\"GeoStru EU\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/logo\/image\/\"},\"sameAs\":[\"https:\/\/www.facebook.com\/GeoStruSoftware\/\",\"https:\/\/x.com\/geostru\",\"https:\/\/www.linkedin.com\/company\/geostru-software\/\",\"https:\/\/www.instagram.com\/geostru\/\"]},{\"@type\":\"Person\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\",\"name\":\"filippo catanzariti\",\"description\":\"Filippo Catanzariti (b. 4 June 1969, Calabria, Italy) is a civil engineer, software developer and entrepreneur. He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \\\"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\\\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. In 1999 he founded GeoStru, an international geotechnical software house whose catalogue he largely authored: slope stability and rockfall analysis, foundations and retaining structures, finite element analysis, geophysics and site investigation, hydrology and hydrogeology, and reinforced concrete design. Since 2016 he has run SC Engsoft S.r.l. in Cluj-Napoca, Romania, and he is technical and scientific consultant to GoMeeting. His most recent work is GeoStru.ai, a platform delivering geotechnical and civil calculation through natural-language conversation while keeping the analysis itself on deterministic, auditable algorithms. Between 2005 and 2013 he co-supervised degree theses at the University of Calabria and the Mediterranea University of Reggio Calabria. He teaches accredited professional-development courses for geologists and engineers under accreditation from the Italian Consiglio Nazionale dei Geologi. His peer-reviewed work includes papers in Green World Journal (2021), Marine and Petroleum Geology (2022), Journal of Mediterranean Earth Sciences (2022), Geosciences (2024) and Bulletin of Engineering Geology and the Environment (2026), together with memorie at the XXVII and XXVIII Italian National Geotechnical Conferences. He co-authored \\\"Terre rinforzate\\\" (EPC Editore, 2023) and \\\"Terrae Motus\\\". He has been a member of AGI, ISRM, ISSMGE and AGI-IGS since 2014, and holds a certificate from AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). ORCID: 0009-0001-2495-6395 - Scopus Author ID: 57936189800 - Google Scholar: ZiY1VZUAAAAJ\",\"sameAs\":[\"http:\/\/www.geostru.eu\"],\"url\":\"https:\/\/www.geostru.eu\/ro\/blog\/author\/filippo-catanzariti\/\"}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Calcul Piloti - Conform SR EN 1997-1 - GeoStru EU","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/","og_locale":"ro_RO","og_type":"article","og_title":"Calcul Piloti - Conform SR EN 1997-1","og_description":"Calcul Piloti &#8211; Conform SR EN 1997-1: Capacitatea portanta ultima la compresiune stabilita pe baza rezultatelor incercarilor asupra pamanturilor: Capacitatea portanta de calcul Rc;d\u00a0a unui pilot se obtine folosind relatia: Rc;d\u00a0= Rb;d\u00a0+ Rs;d Pentru fiecare pilot, valorile Rb;d\u00a0si Rs;d se obtin astfel: \u00a0Rb;d = Rb;k\/\u03b3b\u00a0 si Rs;d\u00a0= Rs;k\/\u03b3s\u00a0 Valorile caracteristice ale Rb;k si Rs;k se&hellip;","og_url":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/","og_site_name":"GeoStru EU","article_publisher":"https:\/\/www.facebook.com\/GeoStruSoftware\/","article_published_time":"2016-10-30T08:51:04+00:00","article_modified_time":"2016-11-11T16:54:33+00:00","og_image":[{"width":2560,"height":1437,"url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg","type":"image\/jpeg"}],"author":"filippo catanzariti","twitter_card":"summary_large_image","twitter_creator":"@geostru","twitter_site":"@geostru","twitter_misc":{"Scris de":"filippo catanzariti","Timp estimat pentru citire":"2 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#article","isPartOf":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/"},"author":{"name":"filippo catanzariti","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd"},"headline":"Calcul Piloti &#8211; Conform SR EN 1997-1","datePublished":"2016-10-30T08:51:04+00:00","dateModified":"2016-11-11T16:54:33+00:00","mainEntityOfPage":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/"},"wordCount":320,"publisher":{"@id":"https:\/\/www.geostru.eu\/ro\/#organization"},"image":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg","keywords":["piloti","piloti forati"],"articleSection":["Articole Geotehnica","Articole pentru geologie"],"inLanguage":"ro-RO"},{"@type":"WebPage","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/","url":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/","name":"Calcul Piloti - Conform SR EN 1997-1 - GeoStru EU","isPartOf":{"@id":"https:\/\/www.geostru.eu\/ro\/#website"},"primaryImageOfPage":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage"},"image":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg","datePublished":"2016-10-30T08:51:04+00:00","dateModified":"2016-11-11T16:54:33+00:00","breadcrumb":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#breadcrumb"},"inLanguage":"ro-RO","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/"]}]},{"@type":"ImageObject","inLanguage":"ro-RO","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#primaryimage","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2016\/10\/piloti-forati-12-scaled.jpg","width":2560,"height":1437},{"@type":"BreadcrumbList","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/10\/30\/calcul-piloti-conform-sr-en-1997-1\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.geostru.eu\/ro\/home\/"},{"@type":"ListItem","position":2,"name":"Calcul Piloti &#8211; Conform SR EN 1997-1"}]},{"@type":"WebSite","@id":"https:\/\/www.geostru.eu\/ro\/#website","url":"https:\/\/www.geostru.eu\/ro\/","name":"GeoStru EU","description":"Professionals at your service","publisher":{"@id":"https:\/\/www.geostru.eu\/ro\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.geostru.eu\/ro\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"ro-RO"},{"@type":"Organization","@id":"https:\/\/www.geostru.eu\/ro\/#organization","name":"GeoStru EU","url":"https:\/\/www.geostru.eu\/ro\/","logo":{"@type":"ImageObject","inLanguage":"ro-RO","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/logo\/image\/","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2023\/02\/LOGO_GEOSTRU_educational_banner.png","width":363,"height":115,"caption":"GeoStru EU"},"image":{"@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/logo\/image\/"},"sameAs":["https:\/\/www.facebook.com\/GeoStruSoftware\/","https:\/\/x.com\/geostru","https:\/\/www.linkedin.com\/company\/geostru-software\/","https:\/\/www.instagram.com\/geostru\/"]},{"@type":"Person","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd","name":"filippo catanzariti","description":"Filippo Catanzariti (b. 4 June 1969, Calabria, Italy) is a civil engineer, software developer and entrepreneur. He graduated in Civil Engineering, geotechnical track, at the University of Calabria in 1996, with a thesis entitled \"Programma di calcolo per l'analisi della stabilita dei pendii con metodi numerici avanzati\" (A calculation program for slope stability analysis using advanced numerical methods) - the work that became his first commercial product. He has been registered with the Order of Engineers of Reggio Calabria (no. 1839) since 1996. From 1996 to 1999 he worked as an analyst and software developer specialising in numerical algorithms, in Pascal, Visual Basic, Fortran and Visual C++, and in full-stack web development. He works with advanced 2D and 3D mathematical models and with graphics programming in OpenGL and DirectX. In 1999 he founded GeoStru, an international geotechnical software house whose catalogue he largely authored: slope stability and rockfall analysis, foundations and retaining structures, finite element analysis, geophysics and site investigation, hydrology and hydrogeology, and reinforced concrete design. Since 2016 he has run SC Engsoft S.r.l. in Cluj-Napoca, Romania, and he is technical and scientific consultant to GoMeeting. His most recent work is GeoStru.ai, a platform delivering geotechnical and civil calculation through natural-language conversation while keeping the analysis itself on deterministic, auditable algorithms. Between 2005 and 2013 he co-supervised degree theses at the University of Calabria and the Mediterranea University of Reggio Calabria. He teaches accredited professional-development courses for geologists and engineers under accreditation from the Italian Consiglio Nazionale dei Geologi. His peer-reviewed work includes papers in Green World Journal (2021), Marine and Petroleum Geology (2022), Journal of Mediterranean Earth Sciences (2022), Geosciences (2024) and Bulletin of Engineering Geology and the Environment (2026), together with memorie at the XXVII and XXVIII Italian National Geotechnical Conferences. He co-authored \"Terre rinforzate\" (EPC Editore, 2023) and \"Terrae Motus\". He has been a member of AGI, ISRM, ISSMGE and AGI-IGS since 2014, and holds a certificate from AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). ORCID: 0009-0001-2495-6395 - Scopus Author ID: 57936189800 - Google Scholar: ZiY1VZUAAAAJ","sameAs":["http:\/\/www.geostru.eu"],"url":"https:\/\/www.geostru.eu\/ro\/blog\/author\/filippo-catanzariti\/"}]}},"_links":{"self":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/24977"}],"collection":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/users\/216"}],"replies":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/comments?post=24977"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/24977\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/25039"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=24977"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=24977"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=24977"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}