Secondary language: |
English |
Secondary title: |
Design of construction pit in Ljubljana |
Secondary abstract: |
The thesis deals with geostatic analysis of deep excavavation for non-residential building located in the southern part of Ljubljana. The excavation is 9 m deep and located in very soft soil. For the design project approach 2, according to Eurocode 7 was adopted. The necessary depth of anchored pile-wall and anchor force were calculated analytically. The internal forces (bending moments and shear forces) were calculated by using computer program SAP2000 and were checked with Winkler spring model. Based on results we determined the critical bending moment and the anchor force in order to design pilots and beams. Global stability of construction was checked with the program SLIDE. |
Secondary keywords: |
construction pit;piles;geostatic analysis |
File type: |
application/pdf |
Type (COBISS): |
Bachelor thesis/paper |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
VIII, 33 str., [5] f. pril. |
Type (ePrints): |
thesis |
Title (ePrints): |
Načrt varovanja gradbene jame v Ljubljani |
Keywords (ePrints): |
gradbeništvo;promet;diplomska dela;UN;gradbena jama;piloti;sidra; |
ID: |
8312946 |