diplomska naloga
Boris Bruderman (Author), Janko Logar (Mentor), Boris Kompare (Thesis defence commission member), Matjaž Mikoš (Thesis defence commission member)

Abstract

Gradnja pomola III v Luki Koper

Keywords

gradbeništvo;diplomska dela;univerzitetni študij;VKI;pomol;terenske raziskave;reful;nasip;preobtežba;vertikalne drenaže;analiza stabilnosti;faktor varnosti;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [B. Bruderman]
UDC: 624.13:627.2(043.2)
COBISS: 4962657 Link will open in a new window
Views: 2310
Downloads: 567
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Other data

Secondary language: English
Secondary title: Pier III construction in Port of Koper
Secondary abstract: Luka Koper provides port and logistics services in the Port of Koper. Their basic activity covers cargo handling and warehousing services for all types of goods and their vision is to become the leading port and logistics system servicing the countries of Central Europe. In 1957 the Port of Koper was founded. The floating dredger started dredging the sea bottom on the north coast of the city. The first ship was moored a year and a half later, when the first berth was completed. By the year 2008 they increased the yearly cargo throughput to 16 million tons. Constant development and upgrading of port and logistic services dictates planning and constructing of new infrastructure. One of the projects planned is the construction of a new third pier for containers capable of handling 1 million TEUs per year. The graduation thesis will examine the known and most used types of piers and terminals, and methods of construction. Through geotechnical field and laboratory studies will determine significant geotechnical profile, the level of solid layers and design values of some other fundamental characteristics of subsoil. Based on the findings I will choose three suitable types of piers and run stability analisys for two of them. I will check stability for existing subsoil profile, for various phases of construction and for the completed pier. I will do the calculations with the software Rocsience Slide 5.0 and Plaxis 8.6. At the end of thesis I will present the conclusions based on calculations and give directions for construction of the selected type of pier.
Secondary keywords: graduation thesis;civil engineering;quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Pages: XIII, 76 str., pril.
Type (ePrints): thesis
Title (ePrints): Pier III construction in Port of Koper
Keywords (ePrints): pomol;terenske raziskave;reful;nasip;preobtežba;vertikalne drenaže;analiza stabilnosti;faktor varnosti
Keywords (ePrints, secondary language): quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor
Abstract (ePrints): Luka Koper, d.d. v večnamenskem koprskem pristanišču izvaja pristaniške in logistične storitve. Njena osnovna dejavnost je izvajanje pretovornih in skladiščnih storitev za vse vrste blaga, vizija pa postati vodilni pristaniški in logistični sistem za države srednje Evrope. Od leta 1957, ko so v Kopru začeli poglabljati dno in priveza prve ladje leto in pol kasneje, pa do leta 2008 se je pretovor povečal na 16 milijonov ton. Nenehen razvoj in posodabljanje pristaniške in logistične dejavnosti zahteva načrtovanje in gradnjo nove infrastrukture. Eden izmed načrtovanih projektov je tudi graditev pomola III, ki bo služil za pretovor enega milijona kontejnerjev letno. V diplomski nalogi bom preučil že znane in največkrat uporabljene tipe pomolov in terminalov ter način njihove gradnje. S pomočjo geotehničnih terenskih in laboratorijskih raziskav bom določil značilne geotehnične profile, nivo trdnih plasti in računske vrednosti nekaterih ostalih karakteristik temeljnih tleh. Na podlagi ugotovitev bom izbral tri za gradnjo na predvidenem območju primerne vrste pomolov, ter pri dveh izmed njih opravil stabilnostno analizo. Varnost pred porušitvijo bom preverjal tako za obstoječe stanje, posamezne faze gradnje, kot tudi za končno stanje. Omenjene izračune bom opravil s programsko opremo Rocscience Slide 5.0 ter programsko opremo Plaxis 8.6. V zaključku diplomske naloge bom podal ugotovitve, ki temeljijo na izračunih, in predlagal izvedbo izbranega tipa pomola.
Abstract (ePrints, secondary language): Luka Koper provides port and logistics services in the Port of Koper. Their basic activity covers cargo handling and warehousing services for all types of goods and their vision is to become the leading port and logistics system servicing the countries of Central Europe. In 1957 the Port of Koper was founded. The floating dredger started dredging the sea bottom on the north coast of the city. The first ship was moored a year and a half later, when the first berth was completed. By the year 2008 they increased the yearly cargo throughput to 16 million tons. Constant development and upgrading of port and logistic services dictates planning and constructing of new infrastructure. One of the projects planned is the construction of a new third pier for containers capable of handling 1 million TEUs per year. The graduation thesis will examine the known and most used types of piers and terminals, and methods of construction. Through geotechnical field and laboratory studies will determine significant geotechnical profile, the level of solid layers and design values of some other fundamental characteristics of subsoil. Based on the findings I will choose three suitable types of piers and run stability analisys for two of them. I will check stability for existing subsoil profile, for various phases of construction and for the completed pier. I will do the calculations with the software Rocsience Slide 5.0 and Plaxis 8.6. At the end of thesis I will present the conclusions based on calculations and give directions for construction of the selected type of pier.
Keywords (ePrints, secondary language): quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor
ID: 8309181