Primerjava variant podpiranja brežine nasipa na primeru centra za ravnanje z odpadki Dolenjska

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Language:	Slovenian
Year of publishing:	2009
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[P. Oražem]
UDC:	624.15(043.2)
COBISS:	4789857
Views:	1827
Downloads:	559
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Comparison of technical solutions for sloperetaining structure at waste treatment faculty of Dolenjska
Secondary abstract:	The diploma deals with supporting embankment slop on the case of the Centre for Waste Management Dolenjska. Five ways are analysed and further on they are compared to each other on the basis of economical and constructible points of view. The introduction includes indicative content, methodology framework and research methods. In the second chapter of the thesis theoretical basis is described (different types of support constructions, presented variants calculations, applied standards and weight calculations). In the third and fourth chapters geological and existing conditions of the area are presented. The following two chapters are presented with computational analysis of the thesis. In the fifth chapter supporting embankment slop with secant pile with and without the wall are analysed, whereas in the sixth chapter three variants of the supporting embankment of the slop of reinforced earth in two different inclines and one of which with stone facing are presented. Calculations of the anchorage secant pilot variants were carried out by PLAXIS 8.0 and reinforced earth embankment variants by SLIDE software program. In the final chapter of the thesis comparison of the variants are conducted, implementation proposals initiated which are followed by a conclusion.
Secondary keywords:	graduation thesis;civil engineering;embankment;secant piles;reinforced earth;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Pages:	XIX, 101 str.
Type (ePrints):	thesis
Title (ePrints):	Comparison of technical solutions for slope retaining structure at waste treatment facility of Dolenjska
Keywords (ePrints):	Nasip;pilotna stena;armirana zemljina
Keywords (ePrints, secondary language):	embankment;secant piles;reinforced earth
Abstract (ePrints):	Diplomsko delo obravnava podpiranje brežine nasipa na primeru Centra za ravnanje z odpadki Dolenjska (CeROD). Analiziramo pet izbranih variant in jih med seboj primerjamo iz izvedbenega in ekonomskega vidika. Uvodni del zajema okvirno vsebino, namen in cilj naloge ter metode dela. Sledi poglavje s teoretičnimi osnovami (vrste podpornih konstrukcij, potek računa obravnavanih variant, upoštevani standardi ter izračun obtežbe). V tretjem in četrtem poglavju predstavljamo geološke razmere ter obstoječe stanje obravnavanega območja. Naslednji poglavji sta namenjeni računskim analizam. V petem poglavju obravnavamo izvedbo podpiranja brežine nasipa s pilotno steno brez in z zidom, v šestem pa so predstavljene tri variante podpiranja brežine z nasipom iz armirane zemljine v dveh različnih naklonih in s kamnito oblogo. Račun za varianti sidrane pilotne stene je izveden s programom PLAXIS 8.0, za variante z nasipom iz armirane zemljine pa s programom SLIDE. Sledi primerjava variant in predlog za izvedbo ter zaključek.
Abstract (ePrints, secondary language):	The diploma deals with supporting embankment slop on the case of the Centre for Waste Management Dolenjska. Five ways are analysed and further on they are compared to each other on the basis of economical and constructible points of view. The introduction includes indicative content, methodology framework and research methods. In the second chapter of the thesis theoretical basis is described (different types of support constructions, presented variants calculations, applied standards and weight calculations). In the third and fourth chapters geological and existing conditions of the area are presented. The following two chapters are presented with computational analysis of the thesis. In the fifth chapter supporting embankment slop with secant pile with and without the wall are analysed, whereas in the sixth chapter three variants of the supporting embankment of the slop of reinforced earth in two different inclines and one of which with stone facing are presented. Calculations of the anchorage secant pilot variants were carried out by PLAXIS 8.0 and reinforced earth embankment variants by SLIDE software program. In the final chapter of the thesis comparison of the variants are conducted, implementation proposals initiated which are followed by a conclusion.
Keywords (ePrints, secondary language):	embankment;secant piles;reinforced earth
ID:	8310116