{"id":64921,"date":"2018-01-23T12:56:42","date_gmt":"2018-01-23T10:56:42","guid":{"rendered":"https:\/\/www.geostru.eu\/?p=64921"},"modified":"2018-06-26T18:24:23","modified_gmt":"2018-06-26T16:24:23","slug":"tasarea-unei-fundatii-mixte-metoda-pdr","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2018\/01\/23\/tasarea-unei-fundatii-mixte-metoda-pdr\/","title":{"rendered":"TASAREA UNEI FUNDATII MIXTE – Metoda PDR"},"content":{"rendered":"

TASAREA UNEI FUNDATII MIXTE – Metoda PDR – Pentru a efectua calculul tasarilor unei fundatii mixte trebuie facuta o analiza de interactiune pentru a stabili cum se repartizeaza sarcina transmisa de suprastructura.
\nTrebuie calculata rigiditatea unei fundatii mixte ce depinde de rigiditatea radierului general si de rigiditatea grupului de piloti, care la randul sau depinde de rigiditatea unui singur pilot.
\nRigiditatea este inteleasa ca „rigiditate la sarcina verticala” sau raportul dintre sarcina verticala absorbita si tasarea medie.
\nInteractiunea piloti-radier general\u00a0 pentru calcularea rigiditatii fundatiei mixte poate fi formulata de urmatoarele expresii [Randolph & Clancy (1993)- modificata de Mandolini (1993)]:<\/em><\/p>\n

Kmista<\/sub>\/Kpali<\/sub>=(1-0.6\u00b7(Kplatea<\/sub>\/Kpali<\/sub>))\/(1-0.64\u00b7(Kplatea<\/sub>\/Kpali<\/sub>))
\nPpali<\/sub>\/Ptot<\/sub>=(1-0.8\u00b7(Kplatea<\/sub>\/Kpali<\/sub>))\/(1-0.6\u00b7(Kplatea<\/sub>\/Kpali<\/sub>))<\/p>\n

unde:
\nKradier<\/sub> rigiditatea radierului general
\nKpiloti<\/sub> rigiditatea grupului de piloti
\nPpiloti<\/sub> cota de sarcina absorbita de piloti
\nPtot<\/sub> sarcina de exercitiu (combinatiea aproape permanenta)<\/p>\n


\nRigiditatea radierului<\/strong><\/p>\n

Kradier <\/sub>= sarcina\/tasare<\/p>\n

Sarcina se obtine din combinatia aproape permanenta:<\/p>\n

sarcina =\u00a0G1k <\/sub>+\u00a0G2k <\/sub>+\u00a0\u03c821<\/sub>Qk1\u00a0<\/sub><\/p>\n

unde:
\nG1k<\/sub> sarcina permanenta structurala
\nG2k<\/sub> sarcina permanenta nestructurala
\nQk1<\/sub> sarcina variabila
\n\u03c821<\/sub> coeficient de combinatie
\nTasarea poate fi calculata, de exemplu, utilizand metoda propusa de Burland si Burbidge (1984).<\/em><\/p>\n


\nRigiditatea pilotului<\/strong>
\nPentru a putea calcula rigiditatea unui singur pilot trebuie calculata sarcina medie pe pilot in functie de distanta dintre piloti iar din valoarea obtinuta se calculeaza tasarea folosind una dintre metodele analitice prezente in literatura. Raportul dintre sarcina medie pe pilot si tasare reprezinta rigiditatea pilotului Ks<\/sub><\/p>\n


\nRigiditatea unui grup de piloti<\/strong><\/p>\n

Rigiditatea unui grup de piloti se calculeaza cu:<\/p>\n

Kpiloti<\/sub>=Ks<\/sub>\u00b7N1-a<\/sup><\/p>\n

Exponenta \u201ca\u201d este produsul diferitilor factori:<\/p>\n

a = astandard<\/sub> \u00b7 ainterax<\/sub> \u00b7 apoisson<\/sub> \u00b7 a\u03c1<\/sub> \u00b7 astiffinesratio<\/sub><\/p>\n

se obtin interpretand graficele de mai josi:<\/p>\n

\"\"unde:
\nL lungime pilot
\nD diametru pilot
\n\u03c1 raport intre modulul de forfecare considerat, respectiv, in corespondenta cu linia centrala si varful lungimii pilotului
\nS distantiere piloti
\nEp<\/sub> modul de elasticitate pilot<\/p>\n

Calculul tasarii fundatiei mixte foloseste metoda PDR propusa de Poulos (2000)<\/em> ce deriva din combinatia metodelor Poulos si Davis (1980)<\/em> si a metodei Randolph (1994).<\/em><\/p>\n

Ipoteze simplificate, campurile de aplicare ale metodei PDR sunt:
\n\u2022 Doar sarcini verticale si centrate
\n\u2022 Radier infinit rigid
\n\u2022 Comportament elastic liniar pentru radier-teren si piloti-teren
\nTasarea fundatiei mixte se obtine din curba incarcare-tasare:<\/p>\n

\"\"<\/p>\n

P < Rpiloti<\/sub> (radierul si pilotii sunt in camp elastic liniar)<\/p>\n

w=P\/Kmixta<\/sub><\/p>\n

Rpiloti<\/sub> < P < Rmixta<\/sub> (piloti la limita, radier in camp elastic liniar)<\/p>\n

w=Q\/Kmixta<\/sub>+(P-Q)\/Kradier
\n<\/sub><\/p>\n

P = Rmixta<\/sub> (colaps al fundatiei mixte)
\nunde:
\nP sarcina de exercitiu
\nQ sarcina totala pe piloti
\nRpiloti<\/sub> sarcina limita grup piloti
\nRmixta<\/sub> sarcina limita fundatie mixta<\/p>\n

 <\/p>\n

\n

DISPONIBIL LA CERERE<\/p>\n<\/blockquote>\n","protected":false},"excerpt":{"rendered":"

TASAREA UNEI FUNDATII MIXTE – Metoda PDR – Pentru a efectua calculul tasarilor unei fundatii mixte trebuie facuta o analiza de interactiune pentru a stabili cum se repartizeaza sarcina transmisa de suprastructura. Trebuie calculata rigiditatea unei fundatii mixte ce depinde de rigiditatea radierului general si de rigiditatea grupului de piloti, care la randul sau depinde…<\/p>\n","protected":false},"author":10361,"featured_media":84390,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,591,589,861],"tags":[863,862],"class_list":["post-64921","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-articole-pentru-geologie","category-inginerie-civila","category-pubblicazioni-ro","tag-radier-general-pe-piloti","tag-tasare-fundatie-mixta","category-592","category-591","category-589","category-861","description-off"],"yoast_head":"\nTASAREA UNEI FUNDATII MIXTE - Metoda PDR - GeoStru EU<\/title>\n<meta name=\"description\" content=\"TASAREA UNEI FUNDATII MIXTE - Metoda PDR - Pentru a efectua calculul tasarilor unei fundatii mixte trebuie facuta o analiza de interactiune pentru a stabili cum se repartizeaza sarcina transmisa de suprastructura.\" \/>\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\/2018\/01\/23\/tasarea-unei-fundatii-mixte-metoda-pdr\/\" \/>\n<meta property=\"og:locale\" content=\"ro_RO\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"TASAREA UNEI FUNDATII MIXTE - 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