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Temeljenje enodružinske stanovanjske hiše na labilnem pobočju pri Jeličnem Vrhu : diplomska naloga
Klun, Martin (Author), Logar, Janko (Mentor) More about this mentor... This link opens in a new window, Kuder, Sebastjan (Co-mentor)

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Abstract
Diplomska naloga zajema stabilnostno analizo pobočja, podporne ukrepe in temeljenje lahke stanovanjske lesene hiše na plazovitem pobočju. V delu je podrobno obravnavana problematika stabilnosti pobočja v programu SLIDE. Stabilnost pobočja je analizirana pri ocenjenem povprečnem vodostaju in kritični vodostaju. Na le-ta dva vodostaja so izvedeni geotehnični ukrepi za vsakega na dva različna načina. Prvi primer ukrepov je analiza temeljev povezanih v brano, katera je sidrana v kamninsko podlago, drugi primer pa je sidrana pilotna stena z nekaj piloti v dodatni vrsti, ki so ravno tako vpeti v kamninsko podlago. Zaradi obravnave nagnjenega pobočja je potrebnih precej poenostavitev za uporabo analitičnih metod s katerimi je operirano v diplomski nalogi. Na koncu naloge je narejena tudi cenovna primerjava obeh izvedb geotehničnih ukrepov pri različnih vodostajih.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, UNI, B-GR, stabilnostna analiza, globalna stabilnost, lokalna stabilnost, brana, geotehnično sidro, geotehnični pilot
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2014
Publisher:[M. Klun]
Number of pages:IX, 35 str.
Place:Ljubljana
UDC:624.1:728.3(497.4)(043.2)
COBISS.SI-ID:6822497 This link opens in a new window
Views:2250
Downloads:564
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Secondary language

Language:English
Title:Foundation of a residential house on an unstable slope at Jelični Vrh
Abstract:
The thesis covers the slope stability analysis, foundation and support measures of a lightweight wooden residential house on an avalanche-prone slope. The work discusses in detail the problematic of the stability of a slope in the SLIDE program. Stability of the slope is analyzed at an estimated average and critical water level. Two different geotechnical measures are carried out for the aforementioned water levels. The first set of measures consists of an analysis of the concrete grid, which is anchored in bedrock, while an example of the second measurements is an anchored pile wall with a few pilots in an additional row, which are also embedded in the bedrock. Due to the nature of the inclined slope a lot of the information had to be simplified in order to use the analytical methods described in the thesis. The end includes a financial overhaul of both implementations of the two geotechnical measures at different water levels.

Keywords:stability analysis, global stability, local stability, grid, geotechnical anchor, geotechnical pilot, Evrokod

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