diplomska naloga
Janez Kastigar (Author), Janko Logar (Mentor), Janko Logar (Thesis defence commission member), Mojca Šraj (Thesis defence commission member), Sebastjan Kuder (Co-mentor)

Abstract

Računske analize posedkov tal s programom Settle 3D

Keywords

gradbeništvo;diplomska dela;programsko orodje;teoretično ozadje;načini uporabe;nepravilnosti;računski primeri;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [J. Kastigar]
UDC: 624.131(043.2)
COBISS: 6401121 Link will open in a new window
Views: 1963
Downloads: 586
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary title: Numerical calculations of ground settlement in the Settle 3D programe
Secondary abstract: The Bachlors thesis discusses the usage and theoretical background of the program Settle 3D. Settle 3D is mainly used for computation of ground settlement in various situations. We begin by introducing the four methods used to compute stress caused by surface load in order to calculate effective stress and settlement. We continue by explaining, in steps, how to input data for computation of several different situations. As we move on, we reserch some irregularities associated with graphical result output when dealing with rigid loads. Proof was found that Settle 3D correctly computes but inaccurately visualises settlement results under rigid loads. The effects of this flaw can be minimized by adding a larger number of field grid points. After that, we talk about irregularities that can occur if loads aren't properly defined. We conclude this thesis with the computation of two case histories. The results gaind through Settle 3D, were than compered to results gained by conventional methods. This was done in order to asses the programs accuracy, which in the end proved as adequate.
Secondary keywords: graduation thesis;civil engineering;Software tool;theoretical background;how to use;irregularities;computation of case histories;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: VII, 31 str.
Type (ePrints): thesis
Title (ePrints): Numerical calculations of ground settlements in the Settle 3D programme
Keywords (ePrints): programsko orodje;teoretično ozadje;načini uporabe;nepravilnosti;računski primeri
Keywords (ePrints, secondary language): Software tool;theoretical background;how to use;irregularities;computation of case histories
Abstract (ePrints): V diplomski nalogi je opisan program Settle 3D, ki je namenjen računanju posedkov. Sprva je predstavljeno teoretično ozadje, na podlagi katerega program računa. Predstavljene so ključne metode, ki so uporabnikom na voljo za izračun napetosti in posedkov v temeljnih tleh. V nadaljevanju je predstavljenih nekaj postopkov, po katerih lahko obravnavamo v diplomski nalogi navedene primere. Sledi raziskava nekaterih nepravilnosti, ki se nam pojavijo pri prikazu posedkov pod togimi obtežbami. Obenem so predstavljene še nekatere nejasnosti, ki se lahko pojavijo zaradi napačno definirane obtežbe. Ob koncu sta predstavljena še dva računska primera, izračunana konvencionalno in s programom. Rezultate smo med seboj primerjali v želji, da bi lahko potrdili natančnost rezultatov, ki nam jih nudi Settle 3D.
Abstract (ePrints, secondary language): The Bachlors thesis discusses the usage and theoretical background of the program Settle 3D. Settle 3D is mainly used for computation of ground settlement in various situations. We begin by introducing the four methods used to compute stress caused by surface load in order to calculate effective stress and settlement. We continue by explaining, in steps, how to input data for computation of several different situations. As we move on, we reserch some irregularities associated with graphical result output when dealing with rigid loads. Proof was found that Settle 3D correctly computes but inaccurately visualises settlement results under rigid loads. The effects of this flaw can be minimized by adding a larger number of field grid points. After that, we talk about irregularities that can occur if loads aren't properly defined. We conclude this thesis with the computation of two case histories. The results gaind through Settle 3D, were than compered to results gained by conventional methods. This was done in order to asses the programs accuracy, which in the end proved as adequate.
Keywords (ePrints, secondary language): Software tool;theoretical background;how to use;irregularities;computation of case histories
ID: 8312947