diplomska naloga
Jelka Helena Kodre (Avtor), Janko Logar (Mentor), Sebastjan Kuder (Komentor)

Povzetek

Diplomska naloga obravnava geotehnične analize ene od kaset, ki jih v Luki Koper uporabljajo za odlaganje materiala, izkopanega pri poglabljanju morskega dna. Kaseta stoji na mehkih tleh v Ankaranski Bonifiki ob reki Rižani. V nalogi so, na podlagi Evrokod standardov, ocenjene lastnosti tal na podlagi dilatometrskih in laboratorijskih preiskav, izvedenih na območju pod kaseto in v njeni okolici. S pomočjo teh ocen so izračunani pričakovani posedki in globalna stabilnost kasete. Globalna stabilnost je izračunana s programom Rocscience Slide za dve fazi: takoj ko so postavljeni obrobni nasipi in ko je kaseta napolnjena s konsolidiranim materialom. Za obe fazi rezultati kažejo, da objekt globalno ni varen. Na koncu naloge je predlog nasipa podobnih dimenzij, na enakih tleh, ki bi bil sprejemljivo varen. Vsi izračuni v nalogi so narejeni na podlagi Evrokod standardov.

Ključne besede

gradbeništvo;diplomska naloga;UNI;Luka Koper;nasipi;stabilnostna analiza;

Podatki

Jezik: Slovenski jezik
Leto izida:
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [J. H. Kodre]
UDK: 624.131(497.4 Koper)(043.2)
COBISS: 7252577 Povezava se bo odprla v novem oknu
Št. ogledov: 2411
Št. prenosov: 490
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: Geotechnical analysis of a settling pit for the disposal of dredged material in port of Koper
Sekundarni povzetek: The thesis deals with a geotechnical analysis of one of the settling pits that is used in the Luka Koper seaport, for disposal of dredged material which has accumulated in the course of waterway maintenance and deepening. The settling pit is located on the soft marshy ground of Ankaranska Bonifika next to the Rižana River. It is surrounded by watertight embankments on all sides. In the thesis, there are estimations of the ground properties based on dilatometer and laboratory tests of the underlying soil and in close proximity to the pit. The estimated properties are then used in calculations of the expected ground settlement and overall stability of the structure. The computer program Rocscience Slide is used to calculate the overall stability of the constructed pit. The first calculation evaluates an empty pit while in the second calculation the pit is filled with the consolidated material. The calculations for both stages of the pit reveal that the structure is not safe. An example of an acceptably safe embankment with similar dimensions, built on the same ground is provided. All the calculations estimates in this work are done in accordance with the Eurocode standards.
Sekundarne ključne besede: port of Koper;embankment;stability analysis;settling pit;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: IX, 19 str.
ID: 9061714