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Title:ANALIZA IZVEDB SANACIJ ZEMELJSKEGA PLAZU V FLORJANU
Authors:ID Zver, Natalija (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
Files:.pdf VS_Zver_Natalija_2015.pdf (5,53 MB)
MD5: 2CE871076432CC6F90788712AE7E4534
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
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
Place of publishing:Maribor
Publisher:[N. Zver]
Year of publishing:2015
PID:20.500.12556/DKUM-54756 New window
UDC:69.059.3:624.131.543(043.2)
COBISS.SI-ID:19460374 New window
NUK URN:URN:SI:UM:DK:4UUFVOJY
Publication date in DKUM:22.09.2015
Views:1879
Downloads:302
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:REMEDIATIONS ANALYSIS OF LANDSLIDE IN FLORJAN
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.
Keywords:landslide, retaining structures, landslide remediations, reinforced concrete wall, reinforced concrete wall with cantilever, stone wall


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