prikaz prve stranice dokumenta Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci
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master's thesis
Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci
Rijeka: University of Rijeka, Faculty of Civil Engineering in Rijeka, 2018. urn:nbn:hr:157:720921
Sinovčić, Daniela
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Sinovčić, D. (2018). Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:720921

Sinovčić, Daniela. "Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:720921

Sinovčić, Daniela. "Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:720921

Sinovčić, D. (2018). 'Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 24 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:720921

Sinovčić D. Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 November 24] Available at: https://urn.nsk.hr/urn:nbn:hr:157:720921

D. Sinovčić, "Trodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:720921

Metadata
TitleTrodimenzionalni numerički model iskopa za podzemnu garažu Zagrad B u Rijeci
Title (english)Threedimensional numerical model of excavation for underground garage Zagrad B in Rijeka
AuthorDaniela Sinovčić
MentorVedran Jagodnik (mentor)
MentorŽeljko Arbanas (komentor)
Committee memberSanja Dugonjić Jovančević (predsjednik povjerenstva)
Committee memberŽeljko Arbanas (član povjerenstva)
Committee memberVedran Jagodnik (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-07-10, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Kod izvedbe građevnih jama u stijenskoj masi, stijenska masa sama predstavlja osnovni element podgradne konstrukcije, obzirom da preraspodjelom naprezanja unutar stijenske mase ista „nosi samu sebe“. Kvaliteta stijenske mase određena je nekontroliranim in situ uvjetima. Stijensku masu ojačava se podgradom i potpornim sustavom. Složenost takvih projekata može se jednostavno analizirati pomoću numeričkih modela. U ovom radu metodom konačnih razlika numerički će se analizirati građevna jama „Zagrad B“ u Rijeci. Građevna jama 4 podzemne etaže u samom centru grada ojačana je štapnim samobušivim sidrima i prednapetim geotehničkim sidrima te mlaznim betonom. Uvodno je opisan sam iskop u geotehničkom okruženju, sustavi potporne i ojačanja te konstitutivni modeli, nadalje je prikazan numerički model stvoren u računalnom programu RS3 te dobiveni rezultati.
Abstract (english)
When constructing a building pit in a rock mass, rock mass is the basic element of the substructure, as the re-distribution of stress within the rock mass is "carried on itself". Rock capacity is determined by uncontrolled in situ conditions. The body mass is strengthened by a substructure and supporting system. The complexity of such projects can be easily analyzed using numerical models. In this paper, the building pit "Zagrad B" in Rijeka will be analyzed by the finite element method numerically. The construction pit of 4 underground floors in the very center of the City of Rijeka and is reinforced with rods self-propelled anchors, pre-insulated geotechnical anchors and jet concrete. The excavation in the geotechnical environment, support and reinforcement systems as well as constituent models have been described in the introduction, and then the numerical model created in the RS3 computer program and the results obtained.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:720921
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
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 resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-08-29 13:20:53