diplomska naloga
Grega Rodman (Avtor), Janko Logar (Mentor), Janko Logar (Član komisije za zagovor), Vlado Stankovski (Član komisije za zagovor), Boštjan Pulko (Komentor)

Povzetek

Geotehnična analiza za projekt gradbene jame v Ljubljani

Ključne besede

gradbeništvo;diplomska dela;gradbena jama;konstrukcijska zasnova;statična analiza;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [G. Rodman]
UDK: 624.04:624.131(497.4Ljubljana)(043.2)
COBISS: 6380897 Povezava se bo odprla v novem oknu
Št. ogledov: 3604
Št. prenosov: 559
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Geotechnical analysis of construction pit in Ljubljana
Sekundarni povzetek: In my thesis the design calculations were made for the excavation, which is located in Ljubljana between Glonarjeva street and railway track Ljubljana – Novo mesto. The depth of the excavation pit is approximately 6 m. The excavation pit is supported with bored pile wall and prestressed geotechnical anchors. For the calculation of lateral earth pressure the Rankine's theory was used. Three different profiles were analysed. Piles and anchors were dimensioned. The global stability was checked.
Sekundarne ključne besede: graduation thesis;civil engineering;deep excavation;construction design;static analysis;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: IX, 26 str., 6 pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Geotechnical analysis of construction pit in Ljubljana
Ključne besede (ePrints): gradbena jama;konstrukcijska zasnova;statična analiza
Ključne besede (ePrints, sekundarni jezik): deep excavation;construction design;static analysis
Povzetek (ePrints): V diplomski nalogi sem obravnaval gradbeno jamo, ki se nahaja v Ljubljani v trikotniku med Glonarjevo ulico in železniški progo Ljubljana – Novo mesto. Globina gradbene jame je 6 m. Izvedel sem statično analizo gradbene jame. Gradbeno jamo sem si zamislil kot enkrat sidrano pilotno steno. Za račun zemeljskih pritiskov sem uporabil Rankinovo metodo. Preveril sem zemeljske pritiske v 3 značilnih profilih. Dimenzioniral sem tudi pilote in sidra. Preveril sem globalno stabilnost.
Povzetek (ePrints, sekundarni jezik): In my thesis the design calculations were made for the excavation, which is located in Ljubljana between Glonarjeva street and railway track Ljubljana – Novo mesto. The depth of the excavation pit is approximately 6 m. The excavation pit is supported with bored pile wall and prestressed geotechnical anchors. For the calculation of lateral earth pressure the Rankine's theory was used. Three different profiles were analysed. Piles and anchors were dimensioned. The global stability was checked.
Ključne besede (ePrints, sekundarni jezik): deep excavation;construction design;static analysis
ID: 8312942