{"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 - 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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 & 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":"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. 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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 & 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\/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}]}}