{"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; 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He graduated in civil engineering at the University of Calabria (UNICAL) with a thesis entitled \\\"Programma di calcolo per l\u2019analisi della stabilit\u00e0 dei pendii con metodi numerici avanzati\u201d (Calculation program for the analysis of slope stability with advanced numerical methods). From 1996-1999 he worked as an analyst and software developer specialized in algorithms and development in the main programming languages: pascal, vb, fortran, visual c ++ and in the web full stack developer. In 1999 he founded Geostru, the well-known international software company, for which he produced hundreds of software and sophisticated analysis algorithms. Maturing experience in: advanced mathematical models 2D \/ 3D and graphics programming with OpenGL and DirectX. Between 2000-2014 he was co-supervisor of numerous degree theses and author of technical articles published by Ingenium Edizioni. Between 2014-2019 he published articles in international technical journals and coordinated important university research projects. Since 2014 he is a member of: AGI, ISRM, ISSMGE, AGI-IGS and certificate of AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). Since 2016 he works as analyst, software developer, consultant for insourcing (SC ENGSOFT) and outsourcig activities for important international companies, in the European Silicon Valley, Cluj Napoca.\",\"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; 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He graduated in civil engineering at the University of Calabria (UNICAL) with a thesis entitled \"Programma di calcolo per l\u2019analisi della stabilit\u00e0 dei pendii con metodi numerici avanzati\u201d (Calculation program for the analysis of slope stability with advanced numerical methods). From 1996-1999 he worked as an analyst and software developer specialized in algorithms and development in the main programming languages: pascal, vb, fortran, visual c ++ and in the web full stack developer. In 1999 he founded Geostru, the well-known international software company, for which he produced hundreds of software and sophisticated analysis algorithms. Maturing experience in: advanced mathematical models 2D \/ 3D and graphics programming with OpenGL and DirectX. Between 2000-2014 he was co-supervisor of numerous degree theses and author of technical articles published by Ingenium Edizioni. Between 2014-2019 he published articles in international technical journals and coordinated important university research projects. Since 2014 he is a member of: AGI, ISRM, ISSMGE, AGI-IGS and certificate of AGS (Association of Geotechnical &amp; Geoenvironmental Specialists). Since 2016 he works as analyst, software developer, consultant for insourcing (SC ENGSOFT) and outsourcig activities for important international companies, in the European Silicon Valley, Cluj Napoca.","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}]}}