diplomska naloga
Andrej Šubic (Author), Janko Logar (Mentor), Tomo Cerovšek (Thesis defence commission member), Jana Šelih (Thesis defence commission member), Aleksander Srdič (Thesis defence commission member)

Abstract

Varovanje gradbene jame za prečkanje kanalizacije preko reke Kokre

Keywords

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

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [A. Šubic]
UDC: 629.152(043.2)
COBISS: 4973153 Link will open in a new window
Views: 2631
Downloads: 862
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Other data

Secondary language: English
Secondary title: Construction pit for the crossing of new sewage line under Kokra river
Secondary abstract: 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.
Secondary keywords: graduation thesis;civil engineering;construction pit;geostatic analyse;Rankin;waste water;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Pages: XV, 130 str.
Type (ePrints): thesis
Title (ePrints): Temporary protection of construction pit for pump station and service shaft
Keywords (ePrints): gradbena jama;geostatična analiza;Rankin;odvod odpane vode
Keywords (ePrints, secondary language): construction pit;geostatic analyse;Rankin;waste water
Abstract (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.
Abstract (ePrints, secondary language): 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.
Keywords (ePrints, secondary language): construction pit;geostatic analyse;Rankin;waste water
ID: 8310555