diplomska naloga
Boris Bruderman (Avtor), Janko Logar (Mentor), Boris Kompare (Član komisije za zagovor), Matjaž Mikoš (Član komisije za zagovor)

Povzetek

Gradnja pomola III v Luki Koper

Ključne besede

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

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [B. Bruderman]
UDK: 624.13:627.2(043.2)
COBISS: 4962657 Povezava se bo odprla v novem oknu
Št. ogledov: 2310
Št. prenosov: 567
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Pier III construction in Port of Koper
Sekundarni povzetek: 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.
Sekundarne ključne besede: graduation thesis;civil engineering;quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani: XIII, 76 str., pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Pier III construction in Port of Koper
Ključne besede (ePrints): pomol;terenske raziskave;reful;nasip;preobtežba;vertikalne drenaže;analiza stabilnosti;faktor varnosti
Ključne besede (ePrints, sekundarni jezik): quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor
Povzetek (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.
Povzetek (ePrints, sekundarni jezik): 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.
Ključne besede (ePrints, sekundarni jezik): quay wall;site investigation;back fill;embankment;vertical draining;pre-load;stability analysis;safety factor
ID: 8309181