{"id":25455,"date":"2016-11-22T13:41:41","date_gmt":"2016-11-22T11:41:41","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/?p=25455"},"modified":"2017-06-02T17:50:14","modified_gmt":"2017-06-02T15:50:14","slug":"comparatie-rezultate-loadcap-vs-rezultate-de-calcul-ghid-privind-proiectarea-geotehnica","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2016\/11\/22\/comparatie-rezultate-loadcap-vs-rezultate-de-calcul-ghid-privind-proiectarea-geotehnica\/","title":{"rendered":"Comparatie rezultate Loadcap vs. rezultate de calcul (Ghid privind proiectarea geotehnica)"},"content":{"rendered":"

Comparatie rezultate Loadcap vs. rezultate Exemplul 1 de calcul\u00a0(Ghid privind proiectarea geotehnica<\/a>)<\/p>\n

In prezentul document se compara rezultatele obtinute in cazul verificarii la capacitate portanta a unei fundatii izolate, directa , solicitata la forte axiale centrice amplasata pe un start de nisip uscat,\u00a0 exemplu 1 pag 45 din Ghidul de proiectare geotehnica<\/a> si rezultatele obtinute tot pe acelasi exemplu dar rezolvat cu ajutorul programului Loadcap<\/strong><\/a><\/p>\n

Fundatie izolata, directa, solicitata la forte axiale centrice, pe un strat de nisip uscat.<\/p>\n

 <\/p>\n

\"comparatie-rezultate-loadcap\"<\/p>\n

…….<\/p>\n

Pentru articolul\u00a0complet click aici…<\/a><\/p>\n

Rezultatele (capacitate portanta\u00a0<\/u>) obtinute sunt prezentate in Tabelul\u00a0<\/strong><\/p>\n\n\n\n\n\n\n\n\n\n\n
<\/td>\nNq<\/sub><\/td>\nNc<\/sub><\/td>\nN\u03b3<\/sub><\/td>\nsq<\/sub><\/td>\nsc<\/sub><\/td>\ns\u03b3<\/sub><\/td>\nbq<\/sub><\/td>\nbc<\/sub><\/td>\nb\u03b3<\/sub><\/td>\niq<\/sub><\/td>\nic<\/sub><\/td>\ni\u03b3<\/sub><\/td>\nVd<\/sub><\/p>\n

(kN)<\/td>\n

Rd<\/sub><\/p>\n

(kN)<\/td>\n<\/tr>\n

Ghid de proiectare geotehnica<\/strong><\/td>\n33.3<\/td>\n46.1<\/td>\n20.4<\/td>\n1.49<\/td>\n1.5<\/td>\n0.75<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1852<\/td>\n4267<\/strong><\/span><\/td>\n<\/tr>\n
Loadcap<\/strong><\/td>\n<\/td>\n<\/tr>\n
Hansen<\/td>\n33.3<\/td>\n46.12<\/td>\n15.27<\/td>\n1.59<\/td>\n1.61<\/td>\n0.66<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1852<\/td>\n3874<\/td>\n<\/tr>\n
Terzaghi<\/td>\n41.44<\/td>\n57.75<\/td>\n42.43<\/td>\n<\/td>\n1.3<\/td>\n0.8<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n<\/td>\n1852<\/td>\n5978<\/td>\n<\/tr>\n
Meyerhof<\/td>\n33.3<\/td>\n46.12<\/td>\n10.18<\/td>\n1.31<\/td>\n1.62<\/td>\n1.31<\/td>\n<\/td>\n<\/td>\n<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1852<\/td>\n3762<\/td>\n<\/tr>\n
Vesic<\/td>\n33.3<\/td>\n46.12<\/td>\n21.63<\/td>\n1.59<\/td>\n1.61<\/td>\n0.66<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1852<\/td>\n4350<\/td>\n<\/tr>\n
Brinsen-Hansen (EC7-EC8)<\/span><\/strong><\/td>\n33.3<\/td>\n46.12<\/td>\n20.37<\/td>\n1.49<\/td>\n1.5<\/td>\n0.75<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1<\/td>\n1852<\/td>\n4267<\/strong><\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

…….<\/p>\n

Pentru articolul\u00a0complet click aici….<\/a><\/p>\n

 <\/p>\n

Verificarea la SLE<\/u><\/strong><\/p>\n

LOADCAP<\/a><\/p>\n

 <\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n
<\/td>\nz<\/p>\n

(m)<\/td>\n

Tensiune eficace
\nsgz\u00a0<\/sub>(kPa)<\/td>\n		Tensiune de increment
\nsz\u00a0<\/sub>(kPa)<\/td>\n		Tasare de consolidare
\nwc \u00a0<\/sub>(cm)<\/td>\n		Tasare totala
\nwt \u00a0<\/sub>(cm)<\/td>\n<\/tr>\n
1<\/td>\n0.65<\/td>\n11.7<\/td>\n207.46<\/td>\n0.41<\/td>\n0.41<\/td>\n<\/tr>\n
2<\/td>\n1.2<\/td>\n21.6<\/td>\n157.07<\/td>\n0.83<\/td>\n0.83<\/td>\n<\/tr>\n
3<\/td>\n2<\/td>\n36.0<\/td>\n100.73<\/td>\n0.53<\/td>\n0.53<\/td>\n<\/tr>\n
4<\/td>\n2.8<\/td>\n50.4<\/td>\n65.37<\/td>\n0.34<\/td>\n0.34<\/td>\n<\/tr>\n
5<\/td>\n3.6<\/td>\n64.8<\/td>\n44.28<\/td>\n0.23<\/td>\n0.23<\/td>\n<\/tr>\n
6<\/td>\n4.4<\/td>\n79.2<\/td>\n79.2<\/td>\n0.16<\/td>\n0.16<\/td>\n<\/tr>\n
7<\/td>\n5.2<\/td>\n93.6<\/td>\n23.04<\/td>\n0.12<\/td>\n0.12<\/td>\n<\/tr>\n
8<\/td>\n6.0<\/td>\n108<\/td>\n17.57<\/td>\n0.09<\/td>\n0.09<\/td>\n<\/tr>\n
<\/td>\nTotal: 2.76 cm<\/span><\/strong><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

……<\/p>\n

Pentru articolul\u00a0complet click aici<\/a><\/p>\n

Ghid de proiectare geotehnica<\/strong>\u00a0 <\/strong><\/a><\/p>\n

\u00a0 \u00a0 \u00a0 \u00a0 \"ghid_de_proiectare_geotehnicat\" \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0\u00a0<\/strong><\/p>\n

……<\/p>\n

Pentru articolul\u00a0complet click aici<\/a><\/p>\n

 <\/p>\n

 <\/p>\n","protected":false},"excerpt":{"rendered":"

Comparatie rezultate Loadcap vs. rezultate Exemplul 1 de calcul\u00a0(Ghid privind proiectarea geotehnica) In prezentul document se compara rezultatele obtinute in cazul verificarii la capacitate portanta a unei fundatii izolate, directa , solicitata la forte axiale centrice amplasata pe un start de nisip uscat,\u00a0 exemplu 1 pag 45 din Ghidul de proiectare geotehnica si rezultatele obtinute…<\/p>\n","protected":false},"author":216,"featured_media":25475,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[637],"tags":[],"class_list":["post-25455","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-comparatie-rezultate","category-637","description-off"],"yoast_head":"\nComparatie rezultate Loadcap vs. rezultate Exemplul 1 de calcul (Ghid privind proiectarea geotehnica)<\/title>\n<meta name=\"description\" content=\"Comparatie rezultate Loadcap vs. rezultate 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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. 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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":"Comparatie rezultate Loadcap vs. rezultate Exemplul 1 de calcul (Ghid privind proiectarea geotehnica)","description":"Comparatie rezultate Loadcap vs. rezultate Exemplul 1 de calcul (Ghid privind proiectarea 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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\/25455"}],"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=25455"}],"version-history":[{"count":0,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/posts\/25455\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media\/25475"}],"wp:attachment":[{"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/media?parent=25455"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/categories?post=25455"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.geostru.eu\/ro\/wp-json\/wp\/v2\/tags?post=25455"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}