diplomsko delo visokošolskega študijskega programa
Marijan Bračič (Author), Borut Macuh (Mentor), Stanislav Škrabl (Co-mentor)

Abstract

Za preverjanje mejnih stanj nosilnosti in uporabnosti pri projektiranju podpornih konstrukcij imamo na razpolago različne računske metode. Izvedena je geotehnična analiza branaste podporne konstrukcije, sestavljene iz vertikalnih sidranih AB slopov in horizontalnih gred s kamnitimi polnili. Namen diplomske naloge je izvedba primerjalne analize med »peš« izračunom mejnih stanj nosilnosti obeh delov podporne konstrukcije in izračuni, izvedenimi s pomočjo programskega orodja GEO 5.

Keywords

geomehanika;podporna konstrukcija;podporni zid;mejno stanje nosilnosti;primerjalna analiza;diplomske naloge;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [M. Bračič]
UDC: 624.131:624.15/.16(043.2)
COBISS: 19775510 Link will open in a new window
Views: 1145
Downloads: 211
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Other data

Secondary language: English
Secondary title: COMPARATIVE ANALYSIS OF LIMIT STATES OF THE RETAINING WALL
Secondary abstract: For the verification of ultimate and serviceability limit states in the design of retaining structures we have available different methods of calculation. The geotechnical analysis of the retaining structure made of anchored vertical RF pillars and horizontal shaft filled with stone was carried out. The purpose of this study was to perform a comparative analysis between the hand calculations of ultimate limit states of the above parts of retaining structure and the results obtained from calculations performed using the programming tools GEO 5.
Secondary keywords: geomechanics;retaining structure;retaining wall;ultimate limit state;comparative analysis;
URN: URN:SI:UM:
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo
Pages: X, 52 f., [2] zganj. pril. z načrti
ID: 9127722
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