Podporni zid cestnega nasipa izveden po tehnologiji armirane zemljine

diplomsko delo

Damjan Simrajh (Author), Bojan Žlender (Mentor), Primož Jelušič (Co-mentor)

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;

Data

Language:	Slovenian
Year of publishing:	2013
Typology:	2.11 - Undergraduate Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[D. Simrajh]
UDC:	624.16.04/.07(043.2)
COBISS:	17342998
Views:	3728
Downloads:	704
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	RETAINING WALL OF ROAD EMBANKMENT CARRIED OUT BY REINFORCED SOIL TECHNOLOGY
Secondary 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).
Secondary keywords:	retaining wall;reinforced soil;geo-meshes;geotechnical analysis of retaining wall;
URN:	URN:SI:UM:
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo
Pages:	XIII, 120 f.
ID:	8724852