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Title:PODPORNI ZID CESTNEGA NASIPA IZVEDEN PO TEHNOLOGIJI ARMIRANE ZEMLJINE
Authors:ID Simrajh, Damjan (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
Files:.pdf VS_Simrajh_Damjan_2013.pdf (2,31 MB)
MD5: 88742F8381BCA477375B0094F160F781
PID: 20.500.12556/dkum/c22e681a-536c-4f27-9e16-ea1c04cbee6a
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Pri projektiranju podpornih konstrukcij imamo na razpolago različne tipe konstrukcij, izbrati pa je potrebno optimalno za obravnavani primer. V diplomski nalogi je prikazana geotehnična analiza podporne konstrukcije iz armirane zemljine. Izdelane so tri različne geometrijske zasnove, s katerimi se oceni vpliv stopničenja na statično stabilnost podporne konstrukcije. Analiza mejnega stanja nosilnosti je izvedena v skladu SIST EN 1997–1 in smernicami za statično analizo armirane zemljine EBGEO. Primerjava rezultatov statične analize vseh treh rešitev je pokazala, da se s stopničenjem globalna in lokalna stabilnost poveča, kar je bila tudi predpostavka diplomske naloge.
Keywords:podporni zid, armirana zemljina, geomreže, geotehnična analiza podporne konstrukcije, EBGEO
Place of publishing:Maribor
Publisher:[D. Simrajh]
Year of publishing:2013
PID:20.500.12556/DKUM-39671 New window
UDC:624.16.04/.07(043.2)
COBISS.SI-ID:17342998 New window
NUK URN:URN:SI:UM:DK:OJGCVPWL
Publication date in DKUM:15.02.2013
Views:5139
Downloads:882
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:RETAINING WALL OF ROAD EMBANKMENT CARRIED OUT BY REINFORCED SOIL TECHNOLOGY
Abstract:In the design of retaining structures different types of structures are available. It is necessary to choose the optimal retaining structures for each case. In this diploma thesis the geotechnical analysis of retaining structures of reinforced soil is presented. The stability analysis was performed for three different designs of retaining structures. The stability of retaining wall increases in the case stepped retaining wall. The ultimate limit state has been analyzed according to SIST EN 1997–1 and EBGEO (Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements).
Keywords:retaining wall, reinforced soil, geo-meshes, geotechnical analysis of retaining wall, EBGEO


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