{"id":30274,"date":"2017-05-26T15:35:05","date_gmt":"2017-05-26T13:35:05","guid":{"rendered":"https:\/\/www.geostru.eu\/verifica-delle-opere-di-sbarramento-di-dighe-artificiali-2\/"},"modified":"2017-06-02T16:54:31","modified_gmt":"2017-06-02T14:54:31","slug":"verificari-diguri-din-pamant","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/","title":{"rendered":"Verificari diguri din pamant"},"content":{"rendered":"

Mai multe informatii despre programul dedicat verificarii digurilor din pamant.<\/strong><\/a><\/h3>\n

Criteriul de verificare a lucrarilor de indiguire in cazul digurilor artificiale descris mai jos este valabil pentru toate lucrarile cu inaltime a corpului digului mai mica de 15 metri.<\/p>\n

Din punct de vedere static, o evaluare globala a conditiilor de stabilitate ale lucrarii se poate deduce dintr-o procedura aproximativa care imparte digul in doua parti, una amonte si alta aval, de verificat separat. Impartirea este indicata in Figura 1: partea RMN<\/strong> este despartita de partea posteriara MNS<\/strong> de un plan vertical prin linia MN<\/strong>.<\/p>\n

Problema se imparte astfel in doua probleme partiale ce vor fi rezolvate facand referire la unitatea de grosime a digului.<\/p>\n

\"\"<\/strong><\/p>\n

Figura 1<\/strong><\/p>\n

Partea aval MNS\u00a0<\/strong>actioneaza ca un suport pentru partea amonte impinsa de apa: forta rezistenta care se opune impingerii transmisa de partea amonte se manifesta, corespunzator fiecarei cote, ca un efort de forfecare ce actioneaza de-a lungul sectiunii orizontale de baza (sectiunea cu cele mai mari solicitari).<\/p>\n

Conditiile de verificare trebuie satisfacute la: rezervor plin, rezervor gol, rezervor golit rapid.<\/p>\n

REZERVOR PLIN<\/strong><\/p>\n

Conditia de verificare este exprimata de inegalitatea:<\/p>\n

Tv<\/sub> \u2264 Rv<\/sub><\/p>\n

Tv<\/sub>= S+Fo<\/sub>+Fv<\/sub>+Fs<\/sub>+FT<\/sub> reprezinta efortul total de forfecare ce actioneaza asupra bazei NS<\/strong> si este compus din urmatoarele actiuni:<\/p>\n

S\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 impingere hidrostatica a apei indiguite
\nFO<\/sub>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 actiune seismica orizontala a masei structurale
\nFV<\/sub>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 actiune seismica verticala a masei structurale
\nFS<\/sub>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 actiune inertiala a apei indiguite
\nFT<\/sub>\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 impingerea terenului amonte de sectiunea MN<\/strong><\/p>\n

Rv<\/sub> reprezinta rezistenta pe care materialul este capabil sa o dezvolte si este compusa dintr-o componenta de frecare si una coeziva:<\/p>\n

Rv<\/sub>=Pv<\/sub> (\u03b3s<\/sub>)\u00b7tan\u03c6+c’\u00b7bv<\/sub><\/p>\n

Pv \u00a0 \u00a0 \u00a0\u00a0<\/sub>rezultanta actiunilor verticale functie de \u03b3s<\/sub>
\nc’ \u00a0 \u00a0 \u00a0coeziune<\/p>\n

REZERVOR GOL
\n<\/strong>Efortul de forfecare total Tm care actioneaza pe sectiunea de baza este dat de relatia:<\/p>\n

Tm<\/sub>=Fo<\/sub>+Fv<\/sub>+FT<\/sub><\/p>\n

Rezistenta este exprimata de:<\/p>\n

Rm<\/span>=Pm<\/sub><\/span>\u00a0(\u03b3a<\/sub>)\u00b7tan\u03c6+c’\u00b7bv<\/sub><\/p>\n

Pm \u00a0 \u00a0\u00a0 <\/sub>reprezinta rezultanta actiunilor verticale functie de \u03b3a<\/sub><\/p>\n

 <\/p>\n

REZERVOR GOLIT RAPID
\n<\/strong>In aceasta conditie lipseste brusc actiunea de suport exercitata de impingerea hidrostatica pe paramentul amonte, in timp ce corpul digului care nu a avut timp sa se goleasca prin infiltrare ramane imbibat cu apa. Efortul de forfecare total Tm care actioneaza pe sectiunea de baza din zona amonte este definit ca:<\/p>\n

Tm<\/sub>=[0.5\u00b7\u03b3S<\/sub><\/span>\u00b7H2<\/sup>1<\/sub>\u00b7KA<\/sub>+0.5\u00b7\u03b3W<\/sub><\/span>\u00b7(2\/3\u00b7H)2<\/sup>+kh<\/sub>\u00b7A(RTMSR)<\/sub>\u00b7\u03b3g<\/sub>]<\/span><\/p>\n

Rezistenta Rm se exprima cu formula:<\/p>\n

Rm<\/sub>=Pm<\/sub> (\u03b3g<\/sub>)\u00b7tan\u03c6<\/p>\n

Pm \u00a0 \u00a0 \u00a0<\/sub>reprezinta rezultanta actiunilor verticale functie de \u03b3g<\/sub><\/p>\n

Calculul hidraulic al unui dig din pamant priveste trei problematici: identificarea „liniei de saturatie”, calculul debitului si verificarea la sifonare.<\/p>\n

Linia de saturatie reprezinta cea mai inalta linie de curgere, sub toate punctele acesteia materialul saturat de apa este in conditii hidrostatice in timp ce deasupra presiunea lipseste.<\/p>\n

Este o curba convexa in sus si poate fi determinata grafic dupa indicatiile din Figura 2.<\/p>\n

Pentru a calcula debitul de infiltrare pe unitatea de grosime a corpului digului trebuie sa fie cunoscuta lungimea medie a parcursului de infiltrare, iar in acest scop trebuie consultate relatiile empirice disponibile in literatura tehnica.<\/p>\n

Prin intermediul acestei marimi se poate cuantifica debitul prin urmatoarea formula:<\/p>\n

Q=4\/9\u00b7(k\u00b7H2<\/sup>\/L)<\/p>\n

unde:
\nk\u00a0 este media geometrica a celor doi coeficienti ko\u00a0<\/sub>\u00a0kv <\/sub>,\u00a0coeficient de permeabilitate ideal constant in toate directiile
\nL\u00a0 este lungimea medie a parcursului de infiltrare<\/p>\n

\"\"<\/strong><\/p>\n

Figura 2<\/strong><\/p>\n

Verificarea la sifonare este efectuata utilizand relatia empirica a lui Bligh<\/strong> sub forma:<\/p>\n

La\u00a0<\/sub>> cm<\/sub>\u00b7H<\/p>\n

unde:
\nLa<\/sub>\u00a0 dezvoltarea perimetrala a profilului fundatiei
\ncm<\/sub> raport critic, depinde de natura terenului, poate lua valori cuprinse intre un maxim de 20 pentru materiale necoezive foarte fine si un minim de 4 pentru argile foarte dure si compacte.<\/p>\n

Mai multe informatii despre programul dedicat verificarii digurilor din pamant.<\/strong><\/a><\/h3>\n","protected":false},"excerpt":{"rendered":"

Mai multe informatii despre programul dedicat verificarii digurilor din pamant. Criteriul de verificare a lucrarilor de indiguire in cazul digurilor artificiale descris mai jos este valabil pentru toate lucrarile cu inaltime a corpului digului mai mica de 15 metri. Din punct de vedere static, o evaluare globala a conditiilor de stabilitate ale lucrarii se poate…<\/p>\n","protected":false},"author":216,"featured_media":29706,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,591,589,644],"tags":[757],"class_list":["post-30274","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-articole-pentru-geologie","category-inginerie-civila","category-news-ro","tag-verifica-delle-opere-di-sbarramento-di-dighe-artificiali-ro","category-592","category-591","category-589","category-644","description-off"],"yoast_head":"\nVerificari diguri din pamant - 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\/2017\/05\/26\/verificari-diguri-din-pamant\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Verificari diguri din pamant\" \/>\n<meta property=\"og:description\" content=\"Mai multe informatii despre programul dedicat verificarii digurilor din pamant. Criteriul de verificare a lucrarilor de indiguire in cazul digurilor artificiale descris mai jos este valabil pentru toate lucrarile cu inaltime a corpului digului mai mica de 15 metri. Din punct de vedere static, o evaluare globala a conditiilor de stabilitate ale lucrarii se poate…\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\" \/>\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=\"2017-05-26T13:35:05+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2017-06-02T14:54:31+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"1400\" \/>\n\t<meta property=\"og:image:height\" content=\"459\" \/>\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=\"3 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\/2017\/05\/26\/verificari-diguri-din-pamant\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\"},\"author\":{\"name\":\"filippo catanzariti\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\"},\"headline\":\"Verificari diguri din pamant\",\"datePublished\":\"2017-05-26T13:35:05+00:00\",\"dateModified\":\"2017-06-02T14:54:31+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\"},\"wordCount\":607,\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#organization\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg\",\"keywords\":[\"Verifica delle opere di sbarramento di dighe artificiali\"],\"articleSection\":[\"Articole Geotehnica\",\"Articole pentru geologie\",\"Inginerie civil\u0103\",\"News\"],\"inLanguage\":\"ro-RO\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\",\"url\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\",\"name\":\"Verificari diguri din pamant - GeoStru EU\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg\",\"datePublished\":\"2017-05-26T13:35:05+00:00\",\"dateModified\":\"2017-06-02T14:54:31+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#breadcrumb\"},\"inLanguage\":\"ro-RO\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"ro-RO\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage\",\"url\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg\",\"contentUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg\",\"width\":1400,\"height\":459},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/www.geostru.eu\/ro\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Verificari diguri din pamant\"}]},{\"@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\/2462488\/admin\/\",\"https:\/\/www.instagram.com\/geostru\/\"]},{\"@type\":\"Person\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd\",\"name\":\"filippo catanzariti\",\"image\":{\"@type\":\"ImageObject\",\"inLanguage\":\"ro-RO\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/image\/\",\"url\":\"https:\/\/secure.gravatar.com\/avatar\/9e88e81129c39a0613a304f2a7204f77?s=96&r=g\",\"contentUrl\":\"https:\/\/secure.gravatar.com\/avatar\/9e88e81129c39a0613a304f2a7204f77?s=96&r=g\",\"caption\":\"filippo catanzariti\"},\"description\":\"Filippo Catanzariti (04-06-1969 Calabria, Italy) is an engineer, buisnessman, and computer programmer. 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 & 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":"Verificari diguri din pamant - 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\/2017\/05\/26\/verificari-diguri-din-pamant\/","og_locale":"ro_RO","og_type":"article","og_title":"Verificari diguri din pamant","og_description":"Mai multe informatii despre programul dedicat verificarii digurilor din pamant. Criteriul de verificare a lucrarilor de indiguire in cazul digurilor artificiale descris mai jos este valabil pentru toate lucrarile cu inaltime a corpului digului mai mica de 15 metri. Din punct de vedere static, o evaluare globala a conditiilor de stabilitate ale lucrarii se poate…","og_url":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/","og_site_name":"GeoStru EU","article_publisher":"https:\/\/www.facebook.com\/GeoStruSoftware\/","article_published_time":"2017-05-26T13:35:05+00:00","article_modified_time":"2017-06-02T14:54:31+00:00","og_image":[{"width":1400,"height":459,"url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.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":"3 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#article","isPartOf":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/"},"author":{"name":"filippo catanzariti","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd"},"headline":"Verificari diguri din pamant","datePublished":"2017-05-26T13:35:05+00:00","dateModified":"2017-06-02T14:54:31+00:00","mainEntityOfPage":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/"},"wordCount":607,"publisher":{"@id":"https:\/\/www.geostru.eu\/ro\/#organization"},"image":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg","keywords":["Verifica delle opere di sbarramento di dighe artificiali"],"articleSection":["Articole Geotehnica","Articole pentru geologie","Inginerie civil\u0103","News"],"inLanguage":"ro-RO"},{"@type":"WebPage","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/","url":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/","name":"Verificari diguri din pamant - GeoStru EU","isPartOf":{"@id":"https:\/\/www.geostru.eu\/ro\/#website"},"primaryImageOfPage":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage"},"image":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage"},"thumbnailUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg","datePublished":"2017-05-26T13:35:05+00:00","dateModified":"2017-06-02T14:54:31+00:00","breadcrumb":{"@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#breadcrumb"},"inLanguage":"ro-RO","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/"]}]},{"@type":"ImageObject","inLanguage":"ro-RO","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#primaryimage","url":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg","contentUrl":"https:\/\/www.geostru.eu\/wp-content\/uploads\/2017\/05\/invasi-geostru-2-2.jpg","width":1400,"height":459},{"@type":"BreadcrumbList","@id":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/05\/26\/verificari-diguri-din-pamant\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.geostru.eu\/ro\/"},{"@type":"ListItem","position":2,"name":"Verificari diguri din pamant"}]},{"@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\/2462488\/admin\/","https:\/\/www.instagram.com\/geostru\/"]},{"@type":"Person","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/a77057583cda5367a251627a9b171ddd","name":"filippo catanzariti","image":{"@type":"ImageObject","inLanguage":"ro-RO","@id":"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/image\/","url":"https:\/\/secure.gravatar.com\/avatar\/9e88e81129c39a0613a304f2a7204f77?s=96&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/9e88e81129c39a0613a304f2a7204f77?s=96&r=g","caption":"filippo catanzariti"},"description":"Filippo Catanzariti (04-06-1969 Calabria, Italy) is an engineer, buisnessman, and computer programmer. 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 & 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\/30274"}],"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=30274"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/30274\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/29706"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=30274"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=30274"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=30274"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}