prikaz prve stranice dokumenta Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem
Access restricted to students and staff of home institution
master's thesis
Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem
2018. urn:nbn:hr:157:732702
Jukica, Nikša
University of Rijeka
Faculty of Civil Engineering

Cite this document

Jukica, N. (2018). Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:732702

Jukica, Nikša. "Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:732702

Jukica, Nikša. "Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:732702

Jukica, N. (2018). 'Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 23 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:732702

Jukica N. Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 December 23] Available at: https://urn.nsk.hr/urn:nbn:hr:157:732702

N. Jukica, "Temeljenje na sanducima - proračun stabilnosti pri tegljenju morem", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:732702

Please login to the repository to save this object to your list.
Metadata
TitleTemeljenje na sanducima - proračun stabilnosti pri tegljenju morem
Title (english)Foundation of box caisson - stability calculation during tow
AuthorNikša Jukica
MentorLeo Matešić (mentor)
Committee memberŽeljko Arbanas (predsjednik povjerenstva)
Committee memberVedran Jagodnik (član povjerenstva)
Committee memberLeo Matešić (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
Sanduci, vrsta dubokih masivnih temelja, predmet su analize ovog Diplomskog rada. Redom se detaljno opisuju sve vrste sanduka, vrste primjena i principi njihovih dimenzioniranja i izvođenja. Rad izdvaja plivajući sanduk kao vrstu koja se detaljno analizira i promatra. Posebnost plivajućih sanduka je izvođenje na kopnu i tegljenje morem na mjesto ugradnje. Cilj rada je, uz proširivanje teorijske osnove o sanducima, prikazati proračun stabilnosti plivajućeg sanduka pri tegljenju morem. Jednadžbe i definicije stabiliteta broda u moru su, uz određena pojednostavljenja, primjenjeni na sanduku kao betonskom objektu u moru jednostavnije geometrije od broda. Parametri sanduka preuzeti su iz glavnog projekta „Prihvatni terminal za ukapljeni prirodni plin na otoku Krku“, gdje će sanduci u dubokom moru biti korišteni kao temelji pristana i mosta pristana za plutajući terminal. Uz pretpostavku izgradnje sanduka na prostoru jednog od dva brodogradilišta u Kvarnerskom zaljevu, proračun je napravljen za tegljenje tegljačem od mjesta izgradnje do blizine grada Omišlja. Provjera stabilnosti je izvršena u odnosu na mjerene podatke vjetra i proračunatu visinu valova. Rad daje pregled rezultata i zaključke proračuna.
Abstract (english)
Box caissons, the type of deep foundation, is subject of the analysis of this thesis. Types of box caissons, their applications and principles of their design and building are given in this thesis. The floating box caisson is chosen to be revised and analysed in detail. Floating box caisson is built on the dry land and then being towed by a tugboat to his installation location, which makes it unique. The main goal of this thesis, beside of expanding the theoretical knowledge about box caissons, is to calculate its stabilty while its being towed. The equations and definitions of ship stability are applied to a box caisson as it is interpreted as an object floating in the sea with simpler geometry then a ship. Box caisson parameters are taken from the main project „Liquified natural gas (LNG) import terminal on Krk island“, where they will be used for foundating harbour jetties and bridge columns of a floating terminal. The calculation of stability is made for tugging the box caisson from its place of construction to the location near the city Omišalj, with hypothesis that its being constructed in one of the Kvarner bays two shipyards. The stability calculation is made for the measured wind and wave load. The thesis gives the review of the results, conclusions and suggestions.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:732702
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Urban 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 on2018-08-30 07:32:43