diplomsko delo visokošolskega strokovnega študijskega programa
Natalija Zver (Author), Bojan Žlender (Mentor), Primož Jelušič (Co-mentor)

Abstract

Diplomsko delo obsega splošen opis zemeljskih plazov, splošno klasifikacijo podpornih konstrukcij, ter različne rešitve sanacije plazu v Florjanu. Izvedena je analiza armiranobetonskega zidu, armiranobetonskega zidu s konzolo in kamnite zložbe. Vse analize so opravljene s programom GEO 5, analiza armiranobetonskega zidu pa je izvedena tudi analitično. Vse analize so izvedene v skladu s standardom SIST EN 1997-1. Na podlagi analiz posameznih zidov lahko sklepamo, da je za obstoječ primer najbolj primerna rešitev armirano betonski zid s konzolo, saj z uporabo le tega zadovoljimo potrebam mejnih stanj, prav tako pa zagotovimo najmanjšo porabo materiala in posledično cenovno najbolj optimalno rešitev.

Keywords

zemeljski plaz;podporne konstrukcije;sanacija plazu;armiranobetonski zid;armiranobetonski zid s konzolo;kamnita zložba;geotehnično projektiranje;diplomske naloge;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [N. Zver]
UDC: 69.059.3:624.131.543(043.2)
COBISS: 19460374 Link will open in a new window
Views: 1250
Downloads: 197
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary title: REMEDIATIONS ANALYSIS OF LANDSLIDE IN FLORJAN
Secondary abstract: Thesis encompasses a general description of landslides and retaining structures, as well as a variety of solutions for landslide rehabilitation in Florjan near Šoštanj. We conducted the analysis of reinforced concrete wall, reinforced concrete wall with stone console and stone merging. All analyzes and studies were performed with the GEO 5 application in addition, an analysis of reinforced concrete wall was also conducted in analytical fashion. All analyzes and studies were performed in accordance with the standard SIST EN 1997-1. Based on the analysis of individual walls we can conclude that the reinforced concrete wall with a console is the most suitable solution for our case study. With the use of reinforced concrete wall with a console, we meet the needs of limit states, as well as we ensure a minimum material consumption, and consequently the most cost-optimal solution.
Secondary keywords: landslide;retaining structures;landslide remediations;reinforced concrete wall;reinforced concrete wall with cantilever;stone wall;
URN: URN:SI:UM:
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo
Pages: XIII, 42 str., 8. str. pril
ID: 8890373
Recommended works:
, diplomsko delo visokošolskega strokovnega študijskega programa
, diplomska naloga visokošolskega strokovnega študijskega programa
, no subtitle data available
, diplomsko delo visokošolskega strokovnega študija
, diplomsko delo visokošolskega strokovnega študija