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 |