{"id":103145,"date":"2022-05-31T11:53:00","date_gmt":"2022-05-31T09:53:00","guid":{"rendered":"https:\/\/www.geostru.eu\/?p=103145"},"modified":"2023-01-28T09:19:08","modified_gmt":"2023-01-28T08:19:08","slug":"fundatii-mixte-si-tasari-pe-piloti","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/","title":{"rendered":"Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi"},"content":{"rendered":"

\u00cen Eurocod<\/strong> se confirm\u0103 posibilitatea de a considera, \u00een calculul funda\u021biilor pe pilo\u021bi, colaborarea structurii de legatur\u0103 a pilo\u021bilor \u00een verific\u0103rile geotehnice.<\/p>\n

\"\"<\/p>\n

SLU<\/u><\/strong><\/p>\n

Pentru fiecare combina\u021bie trebuie mereu verificat\u0103 rezisten\u021ba structural\u0103 a radierului \u0219i a pilo\u021bilor (verific\u0103ri de tip STR<\/strong>). Pentru verific\u0103rile de tip GEO<\/strong> trebuie controlat s\u0103 nu se dep\u0103\u0219easc\u0103 rezisten\u021ba de proiect, axial\u0103 \u0219i transversal\u0103, a pilo\u021bilor, precum \u0219i rezisten\u021ba terenului la contact cu radierul \u00een baza ac\u021biunilor ob\u021binute prin coeficientul redus.<\/p>\n

Pilo\u021bii trebuie verifica\u021bi prima dat\u0103 singular, \u0219i apoi global pentru a \u021bine cont de efectele de grup (\u00eenc\u0103rc\u0103turi axiale \u0219i \u00eenc\u0103rc\u0103turi transversale); se folose\u0219te metoda coeficien\u021bilor de eficien\u021b\u0103.<\/p>\n

\u00cen cazul \u00een care capacitatea portant\u0103 a terenului la contact cu radierul nu este capabil\u0103, singur\u0103, s\u0103 sus\u021bin\u0103 toate \u00eenc\u0103rc\u0103turile verticale, rezisten\u021bele axiale de proiect ale pilo\u021bilor trebuie reduse folosind coeficientul par\u021bial de capacitate la care trebuie \u00eemp\u0103r\u021bite rezisten\u021bele caracteristici axiale ale pilo\u021bilor.<\/p>\n

Pentru ac\u021biunile verticale sunt necesare o verificare pe termen scurt \u0219i una pe termen lung. \u00cen schema de calcul considerat\u0103 mai sus, aceasta s-ar traduce \u00eentr-o verificare dubl\u0103 a constantei kw<\/sub> a radierului. Prima ar trebui efectuat\u0103 cu referire la tas\u0103rile elastice imediate; a doua ar rezulta \u00een calculul preventiv al tas\u0103rii medii pe termen lung a radierului: \u00eemp\u0103r\u021bind \u00eenc\u0103rc\u0103tura total\u0103 a tas\u0103rii la suprafa\u021ba radierului s-ar ob\u021bine coeficientul kw<\/sub> pentru input \u00een al doilea calcul. \u00cen mod natural, coeficien\u021bii kw<\/sub> ob\u021binu\u021bi \u00een acest fel trebuie apoi redu\u0219i pentru calculul unitar al funda\u021biei. De obicei verificarea pe terrmen lung e cea mai extenuant\u0103.<\/p>\n

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

Pentru o prognoz\u0103 mai bun\u0103 a tas\u0103rilor \u0219i a efectelor lor asupra rezisten\u021bei structurii de funda\u021bie \u0219i eleva\u021bie, este necesar, pentru verific\u0103rile SLE, a fi considerate \u0219i efectele interac\u021biunilor dintre pilo\u021bi. Dup\u0103 aceast\u0103 premiz\u0103, se deduce c\u0103, combina\u021biile SLE trebuie s\u0103 fie calculate separat de cele SLU.<\/p>\n

Mai precis, dup\u0103 calcularea rezisten\u021bei combina\u021biilor SLU, se consider\u0103 necesar un al doilea calcul unde s\u0103 fie prezente doar combina\u021biile de exerci\u021biu SLE efectu\u00e2nd un calcul explicit pentru interac\u021biunea dintre pilo\u021bi.<\/p>\n

\u00cen acest calcul, pe l\u00e2ng\u0103 combina\u021biile SLE, trebuie incluse tot at\u00e2tea combina\u021bii SLU cu acelea\u0219i valori ale \u00eenc\u0103rc\u0103turilor luate \u00een considerare pentru SLE, cu scopul de a permite o verificare ulterioar\u0103 a rezisten\u021bei structurii, necesar\u0103 din cauza posibilelor distorsiuni generate de interac\u021biunile pilo\u021bilor. Arm\u0103turile proiectate \u00een acest calcul de rezisten\u021b\u0103 (SLE) ar trebui sa fie majore (\u00eentr-unul dintre elementele structurale) fa\u021b\u0103 de cele calculate pentru SLU, va fi necesar\u0103 suplimentarea arm\u0103turii.<\/p>\n

Link-uri utile:<\/p>\n

Pilo\u021bi \u0219i micropilo\u021bi – MP<\/a><\/p>\n

\"\"<\/p>\n

Tas\u0103ri radier general – DeepFound <\/a><\/p>\n

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

\u00cen Eurocod se confirm\u0103 posibilitatea de a considera, \u00een calculul funda\u021biilor pe pilo\u021bi, colaborarea structurii de legatur\u0103 a pilo\u021bilor \u00een verific\u0103rile geotehnice. SLU Pentru fiecare combina\u021bie trebuie mereu verificat\u0103 rezisten\u021ba structural\u0103 a radierului \u0219i a pilo\u021bilor (verific\u0103ri de tip STR). Pentru verific\u0103rile de tip GEO trebuie controlat s\u0103 nu se dep\u0103\u0219easc\u0103 rezisten\u021ba de proiect, axial\u0103…<\/p>\n","protected":false},"author":14761,"featured_media":12849,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,4749,589,74],"tags":[],"class_list":["post-103145","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-general-ro","category-inginerie-civila","category-uncategorized-ro","category-592","category-4749","category-589","category-74","description-off"],"yoast_head":"\nFunda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi - 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\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi\" \/>\n<meta property=\"og:description\" content=\"\u00cen Eurocod se confirm\u0103 posibilitatea de a considera, \u00een calculul funda\u021biilor pe pilo\u021bi, colaborarea structurii de legatur\u0103 a pilo\u021bilor \u00een verific\u0103rile geotehnice. SLU Pentru fiecare combina\u021bie trebuie mereu verificat\u0103 rezisten\u021ba structural\u0103 a radierului \u0219i a pilo\u021bilor (verific\u0103ri de tip STR). Pentru verific\u0103rile de tip GEO trebuie controlat s\u0103 nu se dep\u0103\u0219easc\u0103 rezisten\u021ba de proiect, axial\u0103…\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\" \/>\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=\"2022-05-31T09:53:00+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2023-01-28T08:19:08+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2015\/05\/geostru-video.png\" \/>\n\t<meta property=\"og:image:width\" content=\"1920\" \/>\n\t<meta property=\"og:image:height\" content=\"1080\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\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\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/#article\",\"isPartOf\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\"},\"author\":{\"name\":\"filippo Catanzariti\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/#\/schema\/person\/5875ac6b697b14de5a18b456c6e546f0\"},\"headline\":\"Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi\",\"datePublished\":\"2022-05-31T09:53:00+00:00\",\"dateModified\":\"2023-01-28T08:19:08+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\"},\"wordCount\":497,\"publisher\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/#organization\"},\"image\":{\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/#primaryimage\"},\"thumbnailUrl\":\"https:\/\/www.geostru.eu\/wp-content\/uploads\/2015\/05\/geostru-video.png\",\"articleSection\":[\"Articole Geotehnica\",\"General\",\"Inginerie civil\u0103\",\"Uncategorized\"],\"inLanguage\":\"ro-RO\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\",\"url\":\"https:\/\/www.geostru.eu\/ro\/blog\/2022\/05\/31\/fundatii-mixte-si-tasari-pe-piloti\/\",\"name\":\"Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi - 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