{"id":63810,"date":"2022-06-17T09:34:26","date_gmt":"2022-06-17T07:34:26","guid":{"rendered":"https:\/\/www.geostru.eu\/shop\/fara-categorie\/pdr-cedimenti-platee-pilate\/"},"modified":"2025-12-18T10:07:25","modified_gmt":"2025-12-18T09:07:25","slug":"deepfound-tasari-radier-general-pe-piloti","status":"publish","type":"product","link":"https:\/\/www.geostru.eu\/ro\/shop\/software-ro\/software-geologia-ro-2\/deepfound-tasari-radier-general-pe-piloti\/","title":{"rendered":"Analiz\u0103 \u0219i calcul – radier general pe pilo\u021bi – DeepFound"},"content":{"rendered":"

[vc_row][vc_column][vc_column_text]DeepFound permite luarea \u00een considerare, \u00een calculul funda\u021biilor pe pilo\u021bi, a structurii de interac\u021biune a pilo\u021bilor \u00een verific\u0103rile geotehnice (GEO) at\u00e2t la SLU, c\u00e2t \u0219i la SLE.<\/p>\n

Pentru ca aceast\u0103 interac\u021biune a structurii de leg\u0103tur\u0103 s\u0103 fie apreciabil\u0103, este necesar ca distan\u021ba dintre pilo\u021bi (interax), s\u0103 fie pe c\u00e2t posibil, de trei ori mai mare dec\u00e2t diametrul pilo\u021bilor.<\/p>\n

\u00cenainte de a descrie posibilele scenarii de calcul la SLU \u0219i SLE ale funda\u021biilor mixte, trebuie mai \u00eent\u00e2i spus c\u0103 principala problem\u0103 care apare \u00een acest tip de analiz\u0103 este evaluarea interac\u021biunii, pentru sarcini verticale, \u00eentre pilo\u021bi \u0219i structura lor de conectare (de obicei, un radier, dar, de asemenea, o re\u021bea\u00a0 de grinzi).<\/p>\n

<\/p>\n

 <\/p>\n

Cea mai cunoscut\u0103 metod\u0103, \u00eentr-un context liniar, de evaluare a distribu\u021biei sarcinii verticale \u00eentre radier \u0219i pilo\u021bi, este a\u0219a-numita metod\u0103 PDR (de la numele autorilor Poulos, Davis & Randolph). Pornind de la ipoteza indeformabilit\u0103\u021bii flexionale a radierului, rezultanta vertical\u0103\u00a0 Qtot<\/sub>\u00a0 centrat\u0103 \u00een baricentrul funda\u021biei \u0219i al sistemului Pilo\u021bi-Teren cu comportament elastic liniar, avem:<\/span><\/p>\n

Qtot<\/sub>\u00a0= Qradier<\/sub>\u00a0+ Qpiloti<\/sub><\/p>\n

Kradier<\/sub>\u00a0= Qtot<\/sub>\u00a0\/ Wradier <\/sub>(Rigiditatea radierului f\u0103r\u0103 interac\u021biune cu pilo\u021bii)<\/p>\n

Kpiloti<\/sub>\u00a0= Qtot<\/sub>\u00a0\/ Wpiloti<\/sub> (Rigiditatea pilo\u021bilor f\u0103r\u0103 interac\u021biunea cu radierul)<\/p>\n

Qpiloti<\/sub>\u00a0\/ Qtot<\/sub>\u00a0= \u03b2 = (1 \u2013 0.8 Kradier<\/sub>\u00a0\/ Kpiloti<\/sub>) \/ (1 \u2013 0.6 Kradier<\/sub>\u00a0\/ Kpiloti<\/sub>)<\/p>\n

Qradier<\/sub>\u00a0\/ Qtot<\/sub>\u00a0= 1 \u2013 \u03b2 = (0.2 Kradier<\/sub>\u00a0\/ Kpiloti<\/sub>) \/ (1 \u2013 0.6 Kradier<\/sub>\u00a0\/ Kpiloti<\/sub>)<\/p>\n

Cu privire la determinarea rigidit\u0103\u021bii radierului, Kradier<\/sub>, \u00een absen\u021ba pilo\u021bilor \u0219i utiliz\u00e2nd coeficientul lui Winkler<\/strong>, kw<\/sub>, este oportun ca acesta s\u0103 fie estimat \u00een baza \u00eenc\u0103rc\u0103turii totale medie Qtot<\/sub> de exerci\u021biu; de asemenea, aceasta ar trebui calculat\u0103 pe baza modulelor elastice ale terenului ob\u021binute din probele geotehnice \u0219i\/sau geofizice efectuate pe straturile de sub radier pentru o grosime superioar\u0103 dimensiunii maxime a radierului.<\/p>\n

\u00cen acest scop se recomand\u0103 consultarea modelului semispa\u021biului de grosime finit\u0103 (Koenig<\/strong>\u00a0si\u00a0Sheriff<\/strong>). \u00cen cazul tas\u0103rilor pe termen lung, valoarea coeficientului kw<\/sub> va putea fi estimat\u0103 ca fiind egal\u0103 cu raportul dintre sarcina total\u0103 \u0219i tasarea medie (edometric\u0103).<\/p>\n

Determinarea rigidit\u0103\u021bii palisadei \u00een absen\u021ba radierului poate fi efectuat\u0103, \u00een cadrul metodei PDR, prin intermediul unor formul\u0103ri sintetice de tip empiric, printre care cea descris\u0103 \u00een volumul Piles and Pile Foundations<\/em> (Mandolini \u0219i al\u021bii).<\/span><\/p>\n

Kpiloti<\/sub>\u00a0= Qtot<\/sub>\u00a0\/ Wpiloti<\/sub>\u00a0= N K1\u00a0<\/sub>\/ Rs<\/sub><\/p>\n

Unde:<\/p>\n

K1<\/sub> = rigiditatea pilotului singur \u0219i izolat (f\u0103r\u0103 interac\u021biune)<\/p>\n

Rs<\/sub>\u00a0= 0.29 N R-1.35<\/sup><\/p>\n

R = (N s \/ L)0.5<\/sup> = Aspect ratio (Randolph \u0219i Clancy)<\/p>\n

De cele mai multe ori, pentru calculul rigidit\u0103\u021bii K1<\/sub> \u00een c\u00e2mp liniar, se folose\u0219te rela\u021bia Randolph-Wroth-Fleming (1992)<\/strong>.<\/p>\n

[\/vc_column_text][\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"

Programul DeepFound permite calcularea capacit\u0103\u021bii portante \u0219i a tas\u0103rilor radierului general pe pilo\u021bi folosind metoda PDR propus\u0103 de Poulos (2000)<\/em> ce deriv\u0103 din combinarea metodelor Poulos \u0219i Davis (1980) \u0219i din metoda Randolph (1994).<\/p>\n

 <\/p>\n

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