{"id":8977,"date":"2022-12-06T10:03:04","date_gmt":"2022-12-06T10:03:04","guid":{"rendered":"https:\/\/blog.geostru.eu\/?p=8977"},"modified":"2022-12-06T11:16:04","modified_gmt":"2022-12-06T11:16:04","slug":"fundatii-mixte-si-tasari-pe-piloti","status":"publish","type":"post","link":"https:\/\/blog.geostru.eu\/ro\/fundatii-mixte-si-tasari-pe-piloti\/","title":{"rendered":"Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row][vc_column][vc_column_text]<\/p>\n<p style=\"text-align: justify\">\u00cen <strong>Eurocod<\/strong> se confirma posibilitatea de a considera, \u00een calculul funda\u021biilor pe pilo\u021bi, colaborarea structurii de leg\u0103tura a pilo\u021bilor \u00een verific\u0103rile geotehnice.<\/p>\n<p style=\"text-align: justify\">Pentru ca aceasta colaborare a structurii de leg\u0103tura s\u0103 fie considerabila este necesar ca ampatamentul pilo\u021bilor s\u0103 fie, pe cat posibil, mai mare dec\u00e2t triplul diametrului pilo\u021bilor.<\/p>\n<p style=\"text-align: justify\">\u00cenainte de a descrie scenariile posibile de calcul la st\u0103rile limita <strong>SLU<\/strong> \u0219i <strong>SLE <\/strong>ale funda\u021biilor mixte trebuie considerat ca principala problema ce r\u0103sare \u00een acest tip de analiza este evaluarea interac\u021biunii pentru \u00eenc\u0103rc\u0103turile verticale \u00eentre pilo\u021bi \u0219i structura lor de leg\u0103tura.<\/p>\n<p style=\"text-align: justify\">Metoda cea mai cunoscut\u0103, \u00een domeniu linear, pentru evaluarea reparti\u021biei \u00eenc\u0103rc\u0103turii verticale \u00eentre radier \u0219i pilo\u021bi este a\u0219a-zisa metoda <strong>PDR<\/strong>, dup\u0103 numele autorilor <strong>Poulos, Davis<\/strong> \u0219i <strong>Randolph<\/strong>. \u00cencep\u00e2nd cu ipoteza indeformabilit\u0103\u021bii flexionale a radierului, rezultanta verticala Q<sub>tot<\/sub> centrata in baricentrul funda\u021biei\u00a0\u0219i de sistem Radier-Teren cu comportament elastic linear, avem:<\/p>\n<ul style=\"text-align: justify\">\n<li>Q<sub>tot<\/sub> = Q<sub>radier<\/sub> + Q<sub>piloti<\/sub><\/li>\n<li>K<sub>radier<\/sub> = Q<sub>tot<\/sub> \/ W<sub>radier<\/sub><\/li>\n<li>K<sub>piloti<\/sub> = Q<sub>tot<\/sub> \/ W<sub>piloti<\/sub><\/li>\n<li>Q<sub>piloti<\/sub> \/ Q<sub>tot<\/sub> = \u03b2 = (1 \u2013 0.8 K<sub>radier<\/sub> \/ K<sub>piloti<\/sub>) \/ (1 \u2013 0.6 K<sub>radier<\/sub> \/ K<sub>piloti<\/sub>)<\/li>\n<li>Q<sub>radier<\/sub> \/ Q<sub>tot<\/sub> = 1 \u2013 \u03b2 = (0.2 K<sub>radier<\/sub> \/ K<sub>piloti<\/sub>) \/ (1 \u2013 0.6 K<sub>radier<\/sub> \/ K<sub>piloti<\/sub>)<\/li>\n<\/ul>\n<p style=\"text-align: justify\">Cu privire la determinarea rigidit\u0103\u021bii radierului, Kradier, \u00een absen\u021ba pilo\u021bilor\u00a0\u0219i utiliz\u00e2nd coeficientul lui <strong>Winkler<\/strong>, k<sub>w<\/sub>, este oportun ca acesta sa fie estimat \u00een baza \u00eenc\u0103rc\u0103turii totale medie Q<sub>tot<\/sub> de exerci\u021biu; calculul trebuie efectuat \u00een baza modulelor elastice ale terenului ob\u021binute din probele geotehnice \u0219i\/sau geofizice efectuate pe straturile de sub radier pentru o grosime superioara dimensiunii maxime a radierului. \u00cen acest scop se recomanda consultarea modelului de semispa\u021biu de grosime finita (<strong>Koenig\u00a0<\/strong>\u0219i <strong>Sheriff<\/strong>). \u00cen cazul tas\u0103rilor pe termen lung, valoarea coeficientului k<sub>w<\/sub> va putea fi estimata ca \u0219i raportul dintre \u00eenc\u0103rc\u0103tura totala \u0219i tasarea medie (edometrica).<\/p>\n<p style=\"text-align: justify\">Determinarea rigidit\u0103\u021bii palisadei \u00een absenta radierului poate fi efectuata prin formul\u0103ri sintetice de tip empiric printre care cea descrisa \u00een volumul<em> Piles and Pile Foundations<\/em>:<\/p>\n<p style=\"text-align: justify\">K<sub>piloti<\/sub> = Q<sub>tot<\/sub> \/ W<sub>piloti<\/sub> = N K<sub>1<\/sub> \/ R<sub>s<\/sub><\/p>\n<p style=\"text-align: justify\">Unde:<\/p>\n<ul style=\"text-align: justify\">\n<li>K<sub>1<\/sub> = rigitatea pilotului singur \u0219i izolat (f\u0103r\u0103 interac\u021biune)<\/li>\n<li>R<sub>s<\/sub> = 0.29 N R<sup>-1.35<\/sup><\/li>\n<li>R = (N s \/ L)<sup>0.5<\/sup> = Aspect ratio (Randolph \u0219i Clancy)<\/li>\n<\/ul>\n<p style=\"text-align: justify\">De cele mai multe ori, pentru calculul rigidit\u0103\u021bii K<sub>1<\/sub> \u00een c\u00e2mp linear, se folose\u0219te rela\u021bia <strong>Randolph-Wroth-Fleming (1992).<\/strong><\/p>\n<h4 style=\"text-align: justify\"><strong>VERIFICARI SLU<\/strong><\/h4>\n<p style=\"text-align: justify\">Pentru fiecare combina\u021bie trebuie mereu verificata rezisten\u021ba structurala a radierului \u0219i a pilo\u021bilor (verific\u0103ri de tip <strong>STR<\/strong>). Pentru verific\u0103rile de tip <strong>GEO<\/strong> trebuie controlat s\u0103 nu se dep\u0103\u0219easc\u0103 rezistenta de proiect, axiala \u0219i transversala, a pilo\u021bilor, precum \u0219i rezistenta terenului la contact cu radierul \u00een baza ac\u021biunilor ob\u021binute prin coeficientul redus.<\/p>\n<p style=\"text-align: justify\">Pilo\u021bi trebuie verifica\u021bi prima data singular, \u0219i apoi global pentru a tine 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<p style=\"text-align: justify\">\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<p style=\"text-align: justify\">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 dubla a constantei k<sub>w<\/sub> a radierului. Prima ar trebui efectuata 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 totala a tas\u0103rii la suprafa\u021ba radierului s-ar ob\u021bine coeficientul k<sub>w<\/sub> pentru input \u00een al doilea calcul. \u00cen mod natural, coeficien\u021bii k<sub>w<\/sub> ob\u021binu\u021bi \u00een acest fel trebuie apoi redu\u0219i pentru calculul unitar al funda\u021biei. De obicei verificarea pe termen lung e cea mai extenuant\u0103.<\/p>\n<h4 style=\"text-align: justify\"><strong>VERIFICARI SLE<\/strong><\/h4>\n<p style=\"text-align: justify\">Pentru o prognoza mai buna a tas\u0103rilor\u00a0\u0219i a efectelor lor asupra rezistentei structurii de funda\u021bie\u00a0\u0219i eleva\u021bie, este necesar, pentru verific\u0103rile SLE, a fi considerate \u0219i efectele interac\u021biunilor dintre pilo\u021bi. Dup\u0103 aceasta premiza, se deduce ca combinatiile SLE trebuie sa fie calculate separat de cele SLU.<\/p>\n<p style=\"text-align: justify\">Mai precis, dup\u0103 calcularea rezistentei combina\u021biilor SLU, se considera 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<p style=\"text-align: justify\">\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 ulterioara a rezisten\u021bei structurii, necesara din cauza posibilelor distorsiuni generate de interac\u021biunile pilo\u021bilor. Daca armaturile proiectate \u00een acest calcul de rezisten\u021ba (SLE) ar trebui s\u0103 fie majore (\u00eentr-unul dintre elementele structurale) dec\u00e2t cele calculate pentru SLU va fi necesara \u00eenv\u0103luirea armaturii.<\/p>\n<p>&nbsp;<\/p>\n<p>[\/vc_column_text][\/vc_column][\/vc_row][vc_row bg_type=&#8221;bg_color&#8221; bg_color_value=&#8221;#f7f7f7&#8243; css=&#8221;.vc_custom_1670321375911{background-color: #f4f4f4 !important;}&#8221;][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;8118&#8243; img_size=&#8221;large&#8221; alignment=&#8221;center&#8221; style=&#8221;vc_box_outline&#8221; onclick=&#8221;zoom&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<\/p>\n<h1><\/h1>\n<h1 class=\"product_title entry-title\">Pilo\u021bi \u0219i micropilo\u021bi-MP<\/h1>\n<p>Pilo\u021bi \u0219i Micropilo\u021bi este un program pentru calcularea capacit\u0103\u021bii portante a terenului de fundare pentru un pilot sau micropilot ce sus\u021bine o oarecare combina\u021bie de sarcini (moment, for\u021ba normala, forfecare). Programul realizeaz\u0103, de asemenea, calculul structural dimension\u00e2nd armaturile.[\/vc_column_text][vc_btn title=&#8221;Mai multe informa\u021bii&#8221; style=&#8221;3d&#8221; color=&#8221;primary&#8221; link=&#8221;url:https%3A%2F%2Fwww.geostru.eu%2Fshop%2Fsoftware-ro%2Fstructuri%2Fpiloti-si-micropiloti%2F%3Flang%3Dro&#8221;][\/vc_column][vc_column css=&#8221;.vc_custom_1670231542514{background-color: #ffffff !important;}&#8221;][\/vc_column][\/vc_row][vc_row bg_type=&#8221;bg_color&#8221; bg_color_value=&#8221;#f7f7f7&#8243; css=&#8221;.vc_custom_1670321364062{background-color: #f4f4f4 !important;}&#8221;][vc_column width=&#8221;1\/2&#8243;][vc_single_image image=&#8221;8994&#8243; img_size=&#8221;large&#8221; alignment=&#8221;center&#8221; onclick=&#8221;zoom&#8221;][\/vc_column][vc_column width=&#8221;1\/2&#8243;][vc_column_text]<\/p>\n<h1 class=\"product_title entry-title\">DeepFound \u2013 Analiz\u0103 \u0219i calcul \u2013 radier general pe pilo\u021bi<\/h1>\n<div class=\"woocommerce-product-details__short-description\">\n<p>Programul DeepFound permite calcularea capacit\u0103\u021bii portante \u0219i a tas\u0103rilor radierului general pe pilo\u021bi folosind\u00a0<em>metoda PDR propus\u0103 de Poulos (2000)<\/em>\u00a0ce deriv\u0103 din combinarea metodelor Poulos \u0219i Davis (1980) \u0219i din metoda Randolph (1994).<\/p>\n<p>&nbsp;<\/p>\n<\/div>\n<p>[\/vc_column_text][vc_btn title=&#8221;Mai multe informa\u021bii&#8221; style=&#8221;3d&#8221; color=&#8221;primary&#8221; link=&#8221;url:https%3A%2F%2Fwww.geostru.eu%2Fshop%2Fsoftware-ro%2Fstructuri%2Fdeepfound-tasari-radier-general-pe-piloti%2F%3Flang%3Dro&#8221;][\/vc_column][\/vc_row][vc_row][vc_column][vc_column_text]<span style=\"font-size: 10pt\">Articol preluat din:<a href=\"https:\/\/www.revistaconstructiilor.eu\/index.php\/2019\/05\/01\/geostru-software-si-servicii-pentru-ingineri-si-geologi-fundatii-mixte-si-tasari-pe-piloti\/\"> Revista Constructiilor<\/a><\/span>[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row][vc_column][vc_column_text] \u00cen Eurocod se confirma posibilitatea de a considera, \u00een calculul funda\u021biilor pe pilo\u021bi, colaborarea structurii de leg\u0103tura a pilo\u021bilor \u00een verific\u0103rile geotehnice. Pentru ca aceasta colaborare a structurii de leg\u0103tura s\u0103 fie considerabila este necesar ca ampatamentul pilo\u021bilor s\u0103 fie, pe cat posibil, mai mare dec\u00e2t triplul diametrului pilo\u021bilor. \u00cenainte de a descrie scenariile&hellip;<\/p>\n","protected":false},"author":19122,"featured_media":8231,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1595,1969,3],"tags":[1623,1622,2097,2096],"class_list":["post-8977","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-geologie","category-geotehnica-ro","category-mediu","tag-geologie","tag-geotehnica","tag-piloti","tag-structuri","category-1595","category-1969","category-3","description-off"],"yoast_head":"<!-- This site is optimized with the Yoast SEO Premium plugin v25.0 (Yoast SEO v25.0) - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<title>Funda\u021bii mixte \u0219i tas\u0103ri pe pilo\u021bi - 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