prikaz prve stranice dokumenta Prometnica u niskom nasipu na mekom tlu
Access restricted to students and staff of home institution
master's thesis
Prometnica u niskom nasipu na mekom tlu
2022. urn:nbn:hr:133:645025
Beganović, Mihaela
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Geotechnics, Transportation and Geodesy

Cite this document

Beganović, M. (2022). Prometnica u niskom nasipu na mekom tlu (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:645025

Beganović, Mihaela. "Prometnica u niskom nasipu na mekom tlu." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:645025

Beganović, Mihaela. "Prometnica u niskom nasipu na mekom tlu." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:645025

Beganović, M. (2022). 'Prometnica u niskom nasipu na mekom tlu', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 19 April 2024, https://urn.nsk.hr/urn:nbn:hr:133:645025

Beganović M. Prometnica u niskom nasipu na mekom tlu [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 April 19] Available at: https://urn.nsk.hr/urn:nbn:hr:133:645025

M. Beganović, "Prometnica u niskom nasipu na mekom tlu", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:133:645025

Please login to the repository to save this object to your list.
Metadata
TitlePrometnica u niskom nasipu na mekom tlu
Title (english)Transportation facility in a low embankment on soft ground
AuthorMihaela Beganović
MentorKrunoslav Minažek (mentor)
MentorZlata Dolaček-Alduk (komentor)
Committee memberMario Galić (predsjednik povjerenstva)
Committee memberKrunoslav Minažek (član povjerenstva)
Committee memberZlata Dolaček-Alduk (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Geotechnics, Transportation and Geodesy)
Osijek
Defense date and country2022-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Nasipi su građevine koje nemaju klasične temelje te je osiguranje nosivosti i stabilnosti temeljnog tla bitno za njihovu izgradnju. Ovaj rad ukazuje na probleme temeljenja nasipa u mekom tlu kao što su problemi slijeganja i osiguranja stabilnosti kosine. Određivanje problema tla obavlja se na samom početku izgradnje nasipa, odnosno prilikom obavljanja geotehničkih istražnih radova. Također, ovaj rad donosi opis metoda koje je moguće koristiti prilikom izgradnje nasipa u problematičnom tlu. Metode su se vremenom razvijale što je omogućilo ojačanje i najproblematičnijeg tla. Ovim metodama osigurava se veća nosivost tla. U radu obrađen je primjer nasipa u izgradnji na mekom tlu u niskom nasipu te problemi i rješenja pri njegovoj izgradnji.
Abstract (english)
Embankments are buildings that do not have traditional foundations, so ensuring the bearing capacity and stability of the foundation ground is essential for construction. This paper points out the problems of embankment foundations in soft soil, such as problems of soil settlement and ensuring slope stability. Determining the soil problem is done at the very beginning of the construction of the embankment, that is, during the execution of geotechnical investigation works. Also, this paper provides a description of the methods that can be used when building embankments in problematic soil. The methods developed over time, which made it possible to strengthen even the most problematic soil. These methods ensure greater soil load capacity. The paper deals with an example of an embankment under construction on soft ground in a low embankment, as well as problems and solutions during its construction.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:645025
Study programmeTitle: Specialist professional study in civil engineering; specializations in: Construction management, supervision and maintenance of structures, Construction management, supervision and maintenance of structures
Course: Construction management, supervision and maintenance of structures
Study programme type: professional
Study level: specialist graduate
Academic / professional title: stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina (stručni/a specijalist/specijalistica inženjer /inženjerka građevinarstva za vođenje građenja, nadzor i održavanje građevina)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2022-10-27 10:07:36