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Title:Analiza armiranih nasipov podprtih s prodnimi slopi
Authors:ID Ekart, Miha (Author)
ID Jelušič, Primož (Mentor) More about this mentor... New window
ID Žlender, Bojan (Comentor)
Files:.pdf MAG_Ekart_Miha_2019.pdf (8,25 MB)
MD5: 69B5419FFD4034AE64D8EC228B96E4B1
PID: 20.500.12556/dkum/33e7dc6d-ece5-4ba8-b805-d18792375e15
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo z naslovom Analiza armiranih nasipov, podprtih s prodnimi slopi v začetnih poglavjih opisuje metodo izboljšave temeljnih tal v kombinaciji z različnimi geosintetiki; podani in opisani so mehanizmi delovanja geosintetika v kombinaciji z mehko zemljino in s prodnimi slopi. Na kratko so predstavljena področja uporabe različnih geosintetikov, kot tudi zgodovina in razvoj računskih modelov za potrebe uporabe geosintetikov v praksi. Temu sledi opis in primer analitične metode izračuna po nemški metodi. Analitični izračun smo nato primerjali z numerično analizo, ki je bila izračunana s pomočjo programa Plaxis, in sicer za primer osno simetričnega modela ter za različne ravninske primere.
Keywords:prodni slopi, analitični izračun, numerični izračun, geomehanika, gradbeništvo
Place of publishing:Maribor
Publisher:[M. Ekart]
Year of publishing:2019
PID:20.500.12556/DKUM-74088 New window
UDC:624.131(043.2)
COBISS.SI-ID:22678294 New window
NUK URN:URN:SI:UM:DK:HII0TJKS
Publication date in DKUM:29.08.2019
Views:1378
Downloads:124
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:03.08.2019

Secondary language

Language:English
Title:Analysis of encased embankment with granular columns
Abstract:The master's thesis entitled Analysis of the reinforced embankments with granular columns in the initial chapters describes the method of improving the foundation soil in combination with different geosynthetics, and the behavoiur mechanisms of geosynthetics in combination with soft soil and gravel slopes. In brief, the fields of application of different geosynthetics, as well as the history and development of computational models, are presented for the needs of practical use of geosynthetics. This is followed by a description and an example of the analytical method - German method. The analytical calculation was then compared with a numerical analysis calculated using the Plaxis program in the case of an axially symmetric model and for different plane strain models.
Keywords:geosynthetic encased columns, analitical calculation, numerical calculation, geomechanics, civil engineering


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