{"id":24607,"date":"2019-06-25T15:13:52","date_gmt":"2019-06-25T13:13:52","guid":{"rendered":"https:\/\/www.geostru.eu\/ro\/?p=24607"},"modified":"2019-07-04T14:15:37","modified_gmt":"2019-07-04T12:15:37","slug":"estimare-volum-geotehnic-semnificativ","status":"publish","type":"post","link":"https:\/\/www.geostru.eu\/ro\/blog\/2019\/06\/25\/estimare-volum-geotehnic-semnificativ\/","title":{"rendered":"Estimarea volumului geotehnic semnificativ. Eurocode 7 Part 2"},"content":{"rendered":"

Eurocode 7 – Geotechnical design Part 2 Ground investigation and testing<\/a><\/h2>\n

Ce este volumul geotehnic semnificativ?<\/p>\n

Volumul semnificativ de investigat este constituit din masa terenului in care se resimt efectele interventiei.<\/p>\n

Acestea pot fi:<\/p>\n

1 – modificari ale starii de tensiune din cauza cresterii presiunii (ex. fundatii) sau descarcari tensionale (sapaturi)<\/p>\n

2 – variatii ale regimului apelor subterane datorate drenajului sau impermeabilizarii induse de lucrari<\/p>\n

3 – poluare directa sau indusa de interventii<\/p>\n

4 – modificari ale conditiilor de stabilitate ale versantilor datorita variatiilor planimetrice si altimetrice sau schimbarilor in regimul apelor<\/p>\n

5 – modificari de mediu datorate acumularilor de materiale provenite din sapaturi<\/p>\n

ADANCIME DE INVESTIGARE<\/strong><\/p>\n

In cazul studiilor pentru fundatii, de regula, se neglijeaza efectele terenului situat la adancimi mai mari decat cea pentru care cresterile de saricini sunt mai mici de 1\/10, 1\/15 din presiunea litostatica efectiva.<\/p>\n

Volum semnificativ se proiecteaza in adancime pana la nivelul unde cresterile de tensiune provenite de la incarcaturile de suprafata devin neglijabile (0,2-0,1 q).<\/p>\n

Conform Eurocodului 7 adancimea de investigare este indicata in tabelul urmator:<\/strong><\/p>\n\n\n\n\n\n\n\n\n\n
Fundatie<\/td>\nAdancime<\/td>\nIn tabel este indicat cu B<\/strong> latimea caracteristica a fundatiei, cu L <\/strong>lungimea pilotului de diamteru d, <\/strong>cu B`<\/strong> latimea mai mica a dreptunghiului care circumscrie grupul de piloti, cu w<\/strong> tasarea generica si cu wf <\/sub><\/strong>tasarea finala.<\/td>\n<\/tr>\n
\u00a0Fundatii izolate<\/td>\n(1 \u00f7 3)B<\/td>\n<\/tr>\n
Grinzi inverse<\/td>\n<\/tr>\n
Radier general<\/td>\n\u2265B<\/td>\n<\/tr>\n
Pilot<\/td>\n\u223cL+5d<\/td>\n<\/tr>\n
Grup de piloti<\/td>\n>L+B`<\/td>\n<\/tr>\n
Terasamente<\/td>\nw\u226410%\u2022wf<\/sub><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

VOLUM DE INVESTIGAT<\/strong><\/p>\n

Fundatii de suprafata si de adancime<\/p>\n

\"a1\"<\/p>\n

Fundatii de suprafata si adancime: adancimi de investigare<\/em><\/p>\n

\"vgs\"<\/p>\n

Fundatii de adancime: bulb de presiune<\/em><\/p>\n

EXCAVATII SI LUCRARI DE SUSTINERE<\/strong><\/p>\n\n\n\n\n
\u00a0\"a2\"<\/td>\n\n

Lucrari de sustinere<\/p>\n<\/td>\n

\n

Terasamente<\/p>\n

\"a3\"<\/p>\n<\/td>\n<\/tr>\n

\n

Excavatii sau santuri<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Am dezvoltat o noua aplicatie gratuita pentru investigarea terenului de fundare (GIT: Ground Investigation and Testing) care permite estimarea adancimii de investigare pentru diverse lucrari si metode, conform: Lancellotta <\/a>si Clavera, Eurocod 7, Stari tensionale. Aplicatia poate fi descarcata de aici\u00a0<\/a>.<\/p>\n

Pentru referinte teoretice puteti accesa documentatia tehnica<\/a>.<\/p>\n

 <\/p>\n

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

Eurocode 7 – Geotechnical design Part 2 Ground investigation and testing Ce este volumul geotehnic semnificativ? Volumul semnificativ de investigat este constituit din masa terenului in care se resimt efectele interventiei. Acestea pot fi: 1 – modificari ale starii de tensiune din cauza cresterii presiunii (ex. fundatii) sau descarcari tensionale (sapaturi) 2 – variatii ale…<\/p>\n","protected":false},"author":216,"featured_media":24898,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[592,591],"tags":[],"class_list":["post-24607","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-articole-geotehnic","category-articole-pentru-geologie","category-592","category-591","description-off"],"yoast_head":"\nEstimarea volumului geotehnic semnificativ. Eurocode 7 Part 2 - GeoStru EU<\/title>\n<meta name=\"description\" content=\"Volum geotehnic semnificativ. 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