diplomska naloga
Grega Rodman (Author), Janko Logar (Mentor), Janko Logar (Thesis defence commission member), Vlado Stankovski (Thesis defence commission member), Boštjan Pulko (Co-mentor)

Abstract

Geotehnična analiza za projekt gradbene jame v Ljubljani

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [G. Rodman]
UDC: 624.04:624.131(497.4Ljubljana)(043.2)
COBISS: 6380897 Link will open in a new window
Views: 3604
Downloads: 559
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Other data

Secondary language: English
Secondary title: Geotechnical analysis of construction pit in Ljubljana
Secondary abstract: 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.
Secondary keywords: graduation thesis;civil engineering;deep excavation;construction design;static analysis;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: IX, 26 str., 6 pril.
Type (ePrints): thesis
Title (ePrints): Geotechnical analysis of construction pit in Ljubljana
Keywords (ePrints): gradbena jama;konstrukcijska zasnova;statična analiza
Keywords (ePrints, secondary language): deep excavation;construction design;static analysis
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): deep excavation;construction design;static analysis
ID: 8312942