diplomska naloga
Urša Bergant (Avtor), Simon Schnabl (Mentor), Dušan Žagar (Član komisije za zagovor), Matjaž Mikoš (Član komisije za zagovor), Maruška Šubic Kovač (Član komisije za zagovor), Andrej Kryžanowski (Komentor)

Povzetek

Mehanska analiza težnostne pregrade

Ključne besede

gradbeništvo;diplomska dela;UNI;B-VKI;težnostna pregrada;valjani beton;stabilnost;varnost;CADAM;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [U. Bergant]
UDK: 627.8(043.2)
COBISS: 5960289 Povezava se bo odprla v novem oknu
Št. ogledov: 2797
Št. prenosov: 589
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: Mechanical analysis of a gravity dam
Sekundarni povzetek: In the first part of our work we will present the water supply project in Obala and backend Karst regions. The use of the river Reka and its tributary Suhorka is essential, since an amassment is going to be built on it. We decided to build the dam from rolled concrete, which is economically and environmentally better than a paved barrier or a classic concrete dam. The second part of our work includes tension and stability program calculations. The primary dimensions of the dam-taken from a technical report-were not suitable because of high straining tensions in the downstream side of the dam, causing the formation of cracks. By reinforcing the upstream and downstream part and the top of the dam, we determined a new geometry of the dam and assured proper security.
Sekundarne ključne besede: graduation thesis;civil engineering;gravity dam;roller compacted concrete;stability;safety;CADAM;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo/naloga
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: VII, 32 str., 14 f. pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Mechanical analysis of a gravity dam
Ključne besede (ePrints): težnostna pregrada;valjani beton;stabilnost;varnost;CADAM
Ključne besede (ePrints, sekundarni jezik): gravity dam;roller compacted concrete;stability;safety;CADAM
Povzetek (ePrints): V prvem delu diplomske naloge je predstavljen projekt oskrbe s pitno vodo na območju Obale in na zalednem kraškem območju. Ključna je uporaba reke Reke ter njenega pritoka Suhorka, na katerem bo zgrajena akumulacija. Odločili smo se, da bo pregrada zgrajena iz valjanega betona, ki je cenovno in okoljsko bolj sprejemljiv od nasute pregrade ali pregrade iz klasičnega betona. Drugi del naloge obsega napetostne in stabilitetne izračune v programu. Prvotne dimenzije pregrade, ki smo jih vzeli iz tehničnega poročila, niso ustrezale, saj je na dolvodni strani pregrade prihajalo do prevelikih nateznih napetosti, kar je povzročilo nastanek razpok. Z okrepitvijo gorvodnega in dolvodnega dela ter krone pregrade smo določili novo geometrijo pregrade in zagotovili ustrezno varnost.
Povzetek (ePrints, sekundarni jezik): In the first part of our work we will present the water supply project in Obala and backend Karst regions. The use of the river Reka and its tributary Suhorka is essential, since an amassment is going to be built on it. We decided to build the dam from rolled concrete, which is economically and environmentally better than a paved barrier or a classic concrete dam. The second part of our work includes tension and stability program calculations. The primary dimensions of the dam-taken from a technical report-were not suitable because of high straining tensions in the downstream side of the dam, causing the formation of cracks. By reinforcing the upstream and downstream part and the top of the dam, we determined a new geometry of the dam and assured proper security.
Ključne besede (ePrints, sekundarni jezik): gravity dam;roller compacted concrete;stability;safety;CADAM
ID: 8312550