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master's thesis
Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi
Varaždin: University of Zagreb, Faculty of Geotechnical Engineering, 2021. urn:nbn:hr:130:096288
Marković, Mihael
University of Zagreb
Faculty of Geotechnical Engineering

Institutional repository: Repository of Faculty of Geotechnical Engineering

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Marković, M. (2021). Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi (Master's thesis). Varaždin: University of Zagreb, Faculty of Geotechnical Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:130:096288

Marković, Mihael. "Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi." Master's thesis, University of Zagreb, Faculty of Geotechnical Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:130:096288

Marković, Mihael. "Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi." Master's thesis, University of Zagreb, Faculty of Geotechnical Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:130:096288

Marković, M. (2021). 'Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi', Master's thesis, University of Zagreb, Faculty of Geotechnical Engineering, accessed 24 July 2024, https://urn.nsk.hr/urn:nbn:hr:130:096288

Marković M. Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi [Master's thesis]. Varaždin: University of Zagreb, Faculty of Geotechnical Engineering; 2021 [cited 2024 July 24] Available at: https://urn.nsk.hr/urn:nbn:hr:130:096288

M. Marković, "Prikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi", Master's thesis, University of Zagreb, Faculty of Geotechnical Engineering, Varaždin, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:130:096288

Metadata
TitlePrikaz rješenja osiguranja denivelacije tla korištenjem tehnologije armiranog tla na aerodromu Čilipi
Title (english)An example of the denivelation solution with reinforced soil walls at Čilipi airport
AuthorMihael Marković
MentorKrešo Ivandić (mentor)
Committee memberSanja Kovač (predsjednik povjerenstva)
Committee memberKrešo Ivandić (član povjerenstva)
Committee memberBoris Kavur (član povjerenstva)
Committee memberStjepan Strelec (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Geotechnical Engineering
Varaždin
Defense date and country2021-09-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Interdisciplinary Technical Sciences
Environmental Engineering
Abstract
U ovom diplomskom radu prikazano je rješenje osiguranja denivelacije tla pomoću potpornog zida od armiranog tla na aerodromu Čilipi. Pravilnik o aerodromima nalaže da minimalna širina osnovne staze za vožnju iznosi 47.5 m mjereno od središnje osi. Prijašnje stanje nije zadovoljavalo taj uvjet, jer je već nakon 25 m od središnje osi počinjala depresija duboka do 10-ak metara. Problem je riješen izgradnjom zida izvedenog kao Terramesh sustav maksimalne visine 18 m i dužine 524 m. Uz ostale primijenjene metode poboljšanja tla prilikom izgradnje zida, metoda armiranog tla čini glavninu projekta. Metoda armiranog tla koristi armaturu, u današnje vrijeme najčešće izrađenu od plastičnih masa, koja služi za preuzimanje vlačnih naprezanja u tijelu nasipa te obloge ili lica zida. Opisana metoda još uvijek je u razvoju i pruža mogućnosti za mnoga daljnja istraživanja i rješenja.
Abstract (english)
This thesis presents the denivelation solution with reinforced soil walls at Čilipi airport. The minimal width of the taxiway strip required by airport policies is 47.5 m, as measured from the central axe. The previous state of the soil did not meet this requirement, as there was a 10-meter-deep depression located 25 m from the central axe. The solution included building a wall, constructed as a Terramesh system wall, with a maximum height of 18 m and the length of 524 m. Among other methods of soil reinforcement that were applied in the construction of the wall, MSE is the main method used in this project. MSE uses soil reinforcement, most frequently made of plastic mass, which takes on the tensile stress in the embankment’s body. It also uses facing for aesthetic purposes. The described method is still being developed and new possibilities for research continue to emerge.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:130:096288
Study programmeTitle: Geoenvironmental Engineering; specializations in: Geoenvironmental Engineering, Environmental Management, Water Management
Course: Geoenvironmental Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/ inženjerka inženjerstva okoliša (magistar/magistra inženjer/ inženjerka inženjerstva okoliša)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Terms of useLicence In copyright icon
Created on2021-10-28 09:23:56