diplomska naloga
Adnan Đulsić (Avtor), Janko Logar (Mentor), Bojan Majes (Član komisije za zagovor), Tomo Cerovšek (Član komisije za zagovor), Matjaž Brezavšček (Komentor)

Povzetek

Načini gradnje nasipov s strmimi brežinami

Ključne besede

gradbeništvo;diplomska dela;VSŠ;strme brežine;armirane zemljine;armirane brežine;gabioni;podporni zidovi;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [A. Đulsić]
UDK: 624.137(043.2)
COBISS: 4992097 Povezava se bo odprla v novem oknu
Št. ogledov: 2862
Št. prenosov: 685
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: Construction of embankments with steep slopes
Sekundarni povzetek: The subject of this degree is different methods for construction of steep slopes. For long-term stability and usefulness of the steep slopes it is necessary to provide additional support forces to ensure safe construction and use of banks. For the safe construction and use of steep slopes, I presented four possible variants of the retaining structures. I considered two types of gravity retaining structures and retaining structures that rely on the reinforcement of soil. The studied gravity retaining structures were the reinforced concrete gravity wall and gabions, whereas retaining structures of reinforced soil included in thesis were the green reinforced slope with forehead made from layer of humus and reinforced slope with forehead made of concrete blocks. All four variants are presented, described and used in various practical examples. Static analysis of all structures were made according to the German guidelines (EBGEO), British reference guide for designing of mass gravity gabion walls based on British standard BS8002 and the Eurocode 7 for concrete gravity wall. For all cases relevant ultimate limit states and global stability were checked. The serviceabillity limit state (control of displacements) was analysed by FEM using Plaxis code. The results were compared and discussed. Final remarks on individual type of construction of embankment with steep slopes are given.
Sekundarne ključne besede: graduation thesis;civil engineering;steep slope;reinforced earth;reinforced slope;gabions;retaining;structural walls;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani: XV, 68 str., pril.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Construction of embankments with steep slopes
Ključne besede (ePrints): strme brežine;armirane zemljine;armirane brežine;gabioni;podporni zidovi
Ključne besede (ePrints, sekundarni jezik): steep slope;reinforced earth;reinforced slope;gabions;retaining structural walls
Povzetek (ePrints): V diplomski nalogi sem obravnaval načine gradnje strmih brežin. Za dolgotrajno stabilnost in uporabnost strmih brežin je potrebno zagotoviti dodatne podporne sile, ki zagotavljajo varno gradnjo in uporabo brežin. Za varno gradnjo in uporabo strmih brežin sem predstavil štiri možne variante podpornih konstrukcij. Obravnaval sem dve vrste težnostnih podpornih konstrukcij ter podporne konstrukcije, ki so izvedene s pomocjo armiranja zemljin. Težnostni podporni konstrukciji sta armirano betonski podporni zid in podporni zid izveden z gabioni, podporni konstrukciji iz armiranih zemljin pa sta armirana brežina z zatravljenim celom brežine in armirana brežina s celom iz betonskih blokov. Vse štiri variante sem predstavil in opisal ter jih obravnaval v razlicnih primerih gradnje. Računske primere sem računal s pomočjo nemških smernic (EBGEO), priporočil za izračun stabilnosti podpornih konstrukcij iz gabionov, ki so zasnovani na britanskem standardu BS8002 ter z Evrokodom 7. Pri računskih primerih sem obravnaval možne lokalne in globalne porušitve ter pomike brežin. Kontrolo pomikov sem izvedel z računalniškim programom PLAXIS. Dobljene rezultate sem primerjal ter podal svoje zaključno mnenje za posamezen način gradnje strmih brežin.
Povzetek (ePrints, sekundarni jezik): The subject of this degree is different methods for construction of steep slopes. For long-term stability and usefulness of the steep slopes it is necessary to provide additional support forces to ensure safe construction and use of banks. For the safe construction and use of steep slopes, I presented four possible variants of the retaining structures. I considered two types of gravity retaining structures and retaining structures that rely on the reinforcement of soil. The studied gravity retaining structures were the reinforced concrete gravity wall and gabions, whereas retaining structures of reinforced soil included in thesis were the green reinforced slope with forehead made from layer of humus and reinforced slope with forehead made of concrete blocks. All four variants are presented, described and used in various practical examples. Static analysis of all structures were made according to the German guidelines (EBGEO), British reference guide for designing of mass gravity gabion walls based on British standard BS8002 and the Eurocode 7 for concrete gravity wall. For all cases relevant ultimate limit states and global stability were checked. The serviceabillity limit state (control of displacements) was analysed by FEM using Plaxis code. The results were compared and discussed. Final remarks on individual type of construction of embankment with steep slopes are given.
Ključne besede (ePrints, sekundarni jezik): steep slope;reinforced earth;reinforced slope;gabions;retaining structural walls
ID: 8312056