diplomsko delo
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;temeljenje;armirana zemljina;geosintetiki;nosilnost tal;diplomske naloge;
Data
Language: |
Slovenian |
Year of publishing: |
2023 |
Typology: |
2.11 - Undergraduate Thesis |
Organization: |
UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture |
Publisher: |
[J. Kljajič] |
UDC: |
624.151.046.2(043.2) |
COBISS: |
143193347
|
Views: |
324 |
Downloads: |
57 |
Average score: |
0 (0 votes) |
Metadata: |
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Other data
Secondary language: |
English |
Secondary title: |
Bearing capacity of shallow foundations on reinforced soil |
Secondary 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. |
Secondary keywords: |
shallow foundations;reinforced soil;geosynthetics;bearing capacity; |
Type (COBISS): |
Bachelor thesis/paper |
Thesis comment: |
Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo |
Pages: |
1 spletni vir (1 datoteka PDF (XI, 42 f.)) |
ID: |
17671388 |