{"id":25806,"date":"2017-01-27T16:35:01","date_gmt":"2017-01-27T14:35:01","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/?p=25806"},"modified":"2017-06-02T17:52:02","modified_gmt":"2017-06-02T15:52:02","slug":"comparatie-rezultate-spw-vs-rezultate-exemplu-de-calcul-ghid-de-proiectare-geotehnica","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2017\/01\/27\/comparatie-rezultate-spw-vs-rezultate-exemplu-de-calcul-ghid-de-proiectare-geotehnica\/","title":{"rendered":"Comparatie rezultate SPW vs rezultate exemplu de calcul ( Ghid de proiectare geotehnica)"},"content":{"rendered":"

Comparatie rezultate SPW vs rezultate Exemplu 3 ( Ghid de proiectare geotehnica\/Proiectarea geotehnica a lucrarilor de sustinere<\/a>)<\/p>\n

Prezentul document prezinta comparatia dintre rezultatele obtinute pentru calculul unui perete ingropat liber la partea superioara si incastrat in teren in programul SPW<\/strong> si in Exemplul 3 pagina 135 din Ghidul de proiectare geotehnica\/Proiectarea geotehnica a lucrarilor de sustinere<\/a><\/p>\n

Perete ingropat liber la partea superioara si incastrat in teren<\/p>\n

\"2016-11-27_2303\"<\/p>\n

Caracteristici teren<\/u><\/strong>:<\/p>\n

\"2016-11-27_2305\"<\/p>\n

Inaltimea excavatiei:\u00a0 h=3.00 m<\/p>\n

Pentru articolul complet click aici…<\/a><\/p>\n

SPW<\/strong><\/p>\n

Metoda Coulomb (Rankine pentru \u03b4=0) <\/strong><\/p>\n

Metoda lui Coulomb reuseste sa tina cont de variabilele cele mai semnificative, in special in ceea ce priveste fenomenul de frecare care se genereaza la interfata structura-teren. Pentru teren omogen si uscat diagrama presiunilor este liniara cu urmatoarea distributie (calculata la adancimea z):<\/p>\n

Pentru articolul complet click aici…<\/a><\/p>\n

Metoda echilibrului limita ( LEM )<\/strong><\/p>\n

Metoda echilibrului limita consta in cautarea de solutii la problema de verificare sau de proiectare, care sunt compatibile doar cu aspectul static al problemei. In principiu se rationeaza in termeni de echilibru al unui corp rigid, fara a acorda atentie congruentei cinematice a deplasarilor. Principalele scheme de calcul la care se face referinta sunt urmatoarele:<\/p>\n

    \n
  1. Palplansa in consola<\/li>\n
  2. Palplansa ancorata cu extrema libera<\/li>\n
  3. Palplansa ancorata cu extrema fixa<\/li>\n<\/ol>\n

    Palplansa in consola: calculul adancimii limita de incastrare<\/strong><\/p>\n

    Pentru palplansa\/lucrarea de sustinere neancorata, stabilitatea este asigurata de rezistenta pasiva a terenului aval de aceasta. Din echilibrul momentelor fata de centrul de rotatie se obtine:<\/p>\n

    Ghid de proiectare geotehnica<\/strong><\/p>\n

    \"2016-11-27_2326\"<\/p>\n

    Pentru articolul complet click aici…<\/a><\/p>\n

    SPW <\/a>\u2013 Software pentru proiectarea si calculul lucrarilor de sustinere de tip pereti mulati, palplanse (metalice, din lemn sau din ciment armat), pereti din piloti sau micropiloti forati. Metodele de calcul utilizate sunt: Echilibrul limita, Elemente finite.
    \nMetodele amintite au o complexitate crescuta atat din punct de vedere numeric, cat si din punct de vedere al calitatii parametrilor geotehnici necesari calculului.<\/p>\n","protected":false},"excerpt":{"rendered":"

    Comparatie rezultate SPW vs rezultate Exemplu 3 ( Ghid de proiectare geotehnica\/Proiectarea geotehnica a lucrarilor de sustinere) Prezentul document prezinta comparatia dintre rezultatele obtinute pentru calculul unui perete ingropat liber la partea superioara si incastrat in teren in programul SPW si in Exemplul 3 pagina 135 din Ghidul de proiectare geotehnica\/Proiectarea geotehnica a lucrarilor de…<\/p>\n","protected":false},"author":216,"featured_media":25807,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[637],"tags":[710],"class_list":["post-25806","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-comparatie-rezultate","tag-rezultate-rezultate-pereti-de-sustinere","category-637","description-off"],"yoast_head":"\nComparatie rezultate SPW vs rezultate exemplu de calcul ( Ghid de proiectare geotehnica) - GeoStru EU<\/title>\n<meta name=\"robots\" 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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 & Geoenvironmental Specialists). 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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 & 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\/25806"}],"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=25806"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/25806\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/25807"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=25806"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=25806"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=25806"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}