diplomska naloga
Andrej Šubic (Avtor), Janko Logar (Mentor), Tomo Cerovšek (Član komisije za zagovor), Jana Šelih (Član komisije za zagovor), Aleksander Srdič (Član komisije za zagovor)

Povzetek

Varovanje gradbene jame za prečkanje kanalizacije preko reke Kokre

Ključne besede

gradbeništvo;diplomska dela;VSŠ;gradbena jama;geostatična analiza;Rankin;odvod odpadne vode;

Podatki

Jezik: Slovenski jezik
Leto izida:
Izvor: Ljubljana
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [A. Šubic]
UDK: 629.152(043.2)
COBISS: 4973153 Povezava se bo odprla v novem oknu
Št. ogledov: 2631
Št. prenosov: 862
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 pit for the crossing of new sewage line under Kokra river
Sekundarni povzetek: The thesis deals with geostatic analysis of temporary excavation pit for installation of pump station and service shaft. They are part of the project named Renewal of public sewerage, waterwork and road reconstruction in Savska cesta in Kranj. Nearby buildings, local road, Kokra river and design depth of pump station dictate realization of temporary protection of construction pit under phreatic level. Analysis are executed analytically and numericaly using computer program Plaxis. Analytically soil stresses are calculated by Rankine earth pressure theory, otherwise the computer program Plaxis is based on finite element method (FEM). We checked folowing examples of protection of construction pit: cantilever pile wall, anchored pile wall, struted pile wall, well and sheet piling frame. Eurocode standard EC7 is considered in calculations. Various examples are also analysed and compared by economical and technological criterion.
Sekundarne ključne besede: graduation thesis;civil engineering;construction pit;geostatic analyse;Rankin;waste water;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani: XV, 130 str.
Vrsta dela (ePrints): thesis
Naslov (ePrints): Temporary protection of construction pit for pump station and service shaft
Ključne besede (ePrints): gradbena jama;geostatična analiza;Rankin;odvod odpane vode
Ključne besede (ePrints, sekundarni jezik): construction pit;geostatic analyse;Rankin;waste water
Povzetek (ePrints): Diplomsko delo obravnava geostatično analizo varovanja gradbene jame črpališča in revizijskega jaška projekta obnove javne kanalizacije, vodovoda in vozišča na območju Savske ceste v Kranju. Bližina objektov, reka in projektirana globina črpališča narekujeta izvedbo začasne gradbene jame s podprtimi brežinami pod gladino podtalnice. Geostatična analiza je izvedena analitično in z računalniškim programom PLAXIS 8.2 profesional version. Pri analitičnem računu so zemeljski pritiski računani po mejnih stanjih Rankina, medtem ko računalniški program preračunava primere po metodi končnih elementov (MKE). Preverili smo sledeče izvedbe varovanja: konzolna pilotna stena, sidrana pilotna stena, razprta pilotna stena, vodnjak in zagatna stena. Pri računanju so upoštevani veljavni Evrokod standardi. Različice varovanj gradbenih jam so primerjane tako po tehnološkem kot tudi po ekonomskem kriteriju.
Povzetek (ePrints, sekundarni jezik): The thesis deals with geostatic analysis of temporary excavation pit for installation of pump station and service shaft. They are part of the project named Renewal of public sewerage, waterwork and road reconstruction in Savska cesta in Kranj. Nearby buildings, local road, Kokra river and design depth of pump station dictate realization of temporary protection of construction pit under phreatic level. Analysis are executed analytically and numericaly using computer program Plaxis. Analytically soil stresses are calculated by Rankine earth pressure theory, otherwise the computer program Plaxis is based on finite element method (FEM). We checked folowing examples of protection of construction pit: cantilever pile wall, anchored pile wall, struted pile wall, well and sheet piling frame. Eurocode standard EC7 is considered in calculations. Various examples are also analysed and compared by economical and technological criterion.
Ključne besede (ePrints, sekundarni jezik): construction pit;geostatic analyse;Rankin;waste water
ID: 8310555