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Title:Nosilnost plitvih temeljev na armirani zemljini : diplomsko delo
Authors:ID Kljajič, Jure (Author)
ID Žlender, Bojan (Mentor) More about this mentor... New window
ID Jelušič, Primož (Comentor)
Files:.pdf VS_Kljajic_Jure_2023.pdf (2,19 MB)
MD5: C08CB76B598218505EBAD403D72F2AC9
 
Language:Slovenian
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Diplomsko delo analizira uporabo geosintetikov pri izboljšavi in armiranju tal. V nadaljevanju na kratko opišemo temeljenje in splošne informacije o geosintetikih. Za tem sledi opis postopka in primer izračuna nosilnosti tal pod temeljem brez armiranja zemljine, z izboljšavo zemljine in z armiranjem zemljine. Na koncu sledi primerjava rezultatov in presoja, pri katerih pogojih so izboljšave in armiranje zemljine smiselne.
Keywords:plitvi temelji, armirana zemljina, geosintetiki, nosilnost
Place of publishing:Maribor
Place of performance:Velenje
Publisher:[J. Kljajič]
Year of publishing:2023
Number of pages:1 spletni vir (1 datoteka PDF (XI, 42 f.))
PID:20.500.12556/DKUM-83609-0404809e-05d6-dedf-507c-13812ebc14dc New window
UDC:Bearing capacity of shallow foundations on reinforced soil
COBISS.SI-ID:143193347 New window
Publication date in DKUM:20.01.2023
Views:683
Downloads:107
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:11.01.2023

Secondary language

Language:English
Title:Bearing capacity of shallow foundations on reinforced soil
Abstract:This thesis analyzes the use of geosynthetics in soil improvement and soil reinforcement. In the following, we briefly describe building foundations and geosynthetics in general. This is followed by a description of the procedure and an example of calculating the bearing capacity of the soil under the foundation without soil reinforcement, with soil improvement and with soil reinforcement. In the end, there is a comparison of the results and an assessment under which conditions soil improvements and reinforcement makes sense.
Keywords:shallow foundations, reinforced soil, geosynthetics, bearing capacity


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