Građevna jama tramvajske ispravljačke stanice u Zagrebu

master's thesis

• Title (english): Foundation pit of tram power regulation station in Zagreb
• Author: Matea Markota
• Mentor: Mario Bačić (mentor)
• Committee member: Mario Bačić (predsjednik povjerenstva)
• Committee member: Lovorka Librić (član povjerenstva)
• Committee member: Meho-Saša Kovačević (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Geotechnical Engineering); Zagreb
• Defense date and country: 2020-02-20, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Geotechnology

Abstract

Tema diplomskog rada je građevna jama tramvajske ispravljačke stanice IS-17 koja izgraditi prilikom izgradnje nove tramvajske pruge u gradu Zagrebu. Dani su opći i tehnički podaci o jami kao i o temeljnom tlu unutar kojeg će se jama izvoditi. Na temelju podataka, u radu je određen računski model tla i građevne jame tramvajske ispravljačke stanice. Provedeni su geotehnički proračuni u programu GeoStudio koji su obuhvatili naponsko deformacijsku analizu građevne jame s analizom procjeđivanja vode. Usvojeno rješenje zaštite građevne jame žmurjem, razuporama te brtvljenjem dna jame mlaznim injektiranjem. U radu je također opisan postupak izvedbe zaštite građevne jame. Na temelju rezultata geotehničkih proračuna, proveden je i statički proračun razupornog sustava programu SCIA Engineer te su provedene provjere otpornosti odabranih profila u programu Aspalathos.

Abstract (english)

This thesis analyses the foundation pit for tram regulation station IS-17, which will constructed as a part of a new tram line in the city of Zagreb. General and technical information about the pit is given as well the information about the soil in which the pit be executed. Based on the given data, a computational model of the soil and the foundation pit is determined. Geotechnical calculations were carried out in the GeoStudio program including stress-strain analysis of a foundation pit with a water seepage analysis. solution for the protection of the foundation pit include sheet pile walls, struts and bracing system and sealed bottom of the pit with jet grouting. The thesis also describes the procedure of execution of the foundation pit protection. Based on the results of the geotechnical calculations, a static calculation in the SCIA Engineer program was carried out for strut bracing system. Calculation of the main structural elements was performed in the Aspalathos program.

• Keywords: građevna jama; naponsko deformacijska analiza; analiza procjeđivanja; razuporni sustav; žmurje
• Keywords (english): foundation pit; stress strain analysis; water seepage; bracing system; sheet pile walls
• Language: croatian
• URN:NBN: urn:nbn:hr:237:646732
• Study programme: Title: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures; Course: Geotechnical Engineering; Study programme type: university; Study level: graduate; Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
• Type of resource: Text
• File origin: Born digital
• Access conditions: Closed access
• Created on: 2020-03-03 07:51:17