Analiza armiranih nasipov podprtih s prodnimi slopi

magistrsko delo

Miha Ekart (Author), Primož Jelušič (Mentor), Bojan Žlender (Co-mentor)

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;magistrske naloge;

Data

Language:	Slovenian
Year of publishing:	2019
Typology:	2.09 - Master's Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[M. Ekart]
UDC:	624.131(043.2)
COBISS:	22678294
Views:	708
Downloads:	88
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis of encased embankment with granular columns
Secondary 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.
Secondary keywords:	geosynthetic encased columns;analytical calculation;numerical calculation;geomechanics;civil engineering;
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	X, 62 str.
ID:	11197064