Primerjalna analiza varovanja gradbene jame z jeklenimi zagatnicami in mikropiloti z uporabo tehnologije BIM : magistrsko delo št.: 229/II. GR

Bojchovska, Ivana (author), Pulko, Boštjan (mentor), Jovičić, Vojkan (comentor)

Predmet naloge je geostatična analiza varovanja gradbene jame z jeklenimi zagatnicami, alternativno z mikropiloti, za objekt Center znanosti, ki se bo zgradil na območju Trnovskega predmestja v Ljubljani. Geostatična analiza je narejena s programskim orodjem Plaxis 2D, pri čemer so vplivi na sosednje objekte določeni na podlagi analize deformacij. Z uporabo tehnologije BIM so z uporabo obstoječega orodja za integrirano parametrično projektiranje v programskem okolju AUTODESK Civil 3D narejene primerjalne analize popisov del za obe varianti. Opredeljena je tudi optimalna rešitev varovanja gradbene jame z vidika vplivov na okolje in stroškovne vrednosti gradbenih del.

• Language: Slovenian
• Keywords: gradbeništvo, magistrska dela, GR, geostatična analiza, varovanje gradbene jame, jeklene zagatnice, mikropiloti, jeklene razpore, Plaxis 2D, Mohr Coulombov kriterij, BIM tehnologija, Center znanosti, analiza deformacij, Autodesk, Civil3D
• Work type: Master's thesis/paper
• Typology: 2.09 - Master's Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [I. Bojchovska]
• Year: 2022
• Number of pages: XII, 63 str., 3 pril.
• PID: 20.500.12556/RUL-143495-40cca4cc-37d5-4844-bdd5-ac82d78ec085
• UDC: 004:624.152(497.4)(043.3)
• COBISS.SI-ID: 135569155
• Publication date in RUL: 23.12.2022

Secondary language

• Language: English
• Title: Comparative analysis of construction pit with steel sheet piling and micropiles using BIM technology : master thesis no.: 257/II. GR

Abstract

The subject of thesis is a static analysis of excavation support with steel sheet piling, alternatively with micro-piles, for the Science Center facility, which will be built in the Trnovo suburb in Ljubljana. Geostatic analyses were performed using the Plaxis 2D software, with impacts on adjacent structures determined based on the deformation analysis. Using BIM technology, comparative analysis of specification of works for both variants were performed using the existing tool for integrated parametric design in the AUTODESK Civil 3D software environment. The optimal solution for the construction pit protection in terms of environmental impact and construction cost were also identified.

• Keywords: civil engineering, master thesis, geostatic analysis, construction pit, steel sheet piling, micro piling, Plaxis2D, hardening soil, hardening soil small strain, Mohr Coulomb criteria of failure, BIM technology, deformation analysis, Autodesk, Civil3D