diplomska naloga
Maja Vochl Černe (Avtor), Janko Logar (Mentor), Tomo Cerovšek (Mentor), Vlatko Bosiljkov (Član komisije za zagovor), Peter Lipar (Član komisije za zagovor), Alojzij Juvanc (Član komisije za zagovor), Vojkan Jovičić (Komentor)

Povzetek

Stabilnost brežin iz armirane zemljine na primeru zahodnega portala predora Markovec

Ključne besede

gradbeništvo;diplomska dela;VSŠ;stabilnost brežin;metode mejnih ravnovesij;drsne ploskve;geosintetiki;predor Markovec;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Vochl Černe]
UDK: 624.131.53:624.19(043.2)
COBISS: 5115745 Povezava se bo odprla v novem oknu
Št. ogledov: 3237
Št. prenosov: 755
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: Stability of reinforced earth slopes on the western portal of the Markovec tunnel
Sekundarni povzetek: The subject of this Graduation Thesis is stability of slopes and embankments by the methods of limit equilibrium. It provides general description of different slip surfaces. Various numerical methods are described and different equations for calculation of stability of slopes and embankments are given. A general description of geosynthetics and their functions follows in the continuation. The question of durability of geosynthetics is discussed and various degradation mechanisms are described. More detailed description of geosynthetics for reinforcement of slopes and embankments is given. The enclosure of the Graduation Thesis is a description and explanation of the procedures of calculations that were made in stability analysis of the reinforced earth slope on the western portal of the Markovec tunnel. Calculations were made by Slide and Maccaferri Macstars 2000 computer programs.
Sekundarne ključne besede: graduation thesis;slope stability;methods of limit equilibrium;sliding surfaces;geosyntetics;Markovec tunnel;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fak. za gradbeništvo in geodezijo
Strani: XVII, 76 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Stability of reinforced earth slopes on the western portal of the Markovec tunnel
Ključne besede (ePrints): stabilnost brežin;metode mejnih ravnovesij;drsne ploskve;geosintetiki;predor Markovec
Ključne besede (ePrints, sekundarni jezik): slope stability;methods of limit equilibrium;sliding surfaces;geosynthetics;Markovec tunnel
Povzetek (ePrints): Diplomska naloga obravnava stabilnost brežin in nasipov po metodah mejnih ravnovesij. Podaja splošen opis ravnih drsnih ploskev, krožno- cilindričnih drsnih ploskev in poljubnih drsnih ploskev. Opisane so različne numerične metode ter podani izrazi za izračun stabilnosti. Sledi splošen opis geosintetikov in njihovih funkcij. Obravnavano je vprašanje trajnosti geosintetikov, opisani so različni degradacijski mehanizmi. Podrobneje so opisani ojačitveni geosintetiki, ki se uporabljajo za stabilizacijo brežin in nasipov. Na koncu je predstavljen postopek izračuna stabilnosti za nasip iz armirane zemljine na območju zahodnega portala predora Markovec. Izračuni so narejeni s programi Slide in Maccaferri Macstars 2000.
Povzetek (ePrints, sekundarni jezik): The subject of this Graduation Thesis is stability of slopes and embankments by the methods of limit equilibrium. It provides general description of different slip surfaces. Various numerical methods are described and different equations for calculation of stability of slopes and embankments are given. A general description of geosynthetics and their functions follows in the continuation. The question of durability of geosynthetics is discussed and various degradation mechanisms are described. More detailed description of geosynthetics for reinforcement of slopes and embankments is given. The enclosure of the Graduation Thesis is a description and explanation of the procedures of calculations that were made in stability analysis of the reinforced earth slope on the western portal of the Markovec tunnel. Calculations were made by Slide and Maccaferri Macstars 2000 computer programs.
Ključne besede (ePrints, sekundarni jezik): slope stability;methods of limit equilibrium;sliding surfaces;geosynthetics;Markovec tunnel
ID: 8310480