prikaz prve stranice dokumenta Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice
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master's thesis
Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2019. urn:nbn:hr:237:416239
Radmilović, Dorian
University of Zagreb
Faculty of Civil Engineering
Geotechnical Engineering

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

Cite this document

Radmilović, D. (2019). Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:416239

Radmilović, Dorian. "Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:416239

Radmilović, Dorian. "Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:237:416239

Radmilović, D. (2019). 'Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 30 November 2024, https://urn.nsk.hr/urn:nbn:hr:237:416239

Radmilović D. Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2019 [cited 2024 November 30] Available at: https://urn.nsk.hr/urn:nbn:hr:237:416239

D. Radmilović, "Zaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:237:416239

Metadata
TitleZaštita građevne jame za dogradnju specijalne bolnice Krapinske Toplice
Title (english)Excavation pit for the construction of extension of special hospital Krapinske Toplice
AuthorDorian Radmilović
MentorMario Bačić (mentor)
Committee memberMario Bačić (predsjednik povjerenstva)
Committee memberTomislav Ivšić (član povjerenstva)
Committee memberDanijela Jurić Kaćunić (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Geotechnical Engineering)
Zagreb
Defense date and country2019-09-19, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
U ovome radu prikazano je rješenje zaštite zapadne i istočne strane građevne jame za potrebe dogradnje Specijalne bolnice Krapinske toplice. Građevna jama se pretežno izvodi u laporu s površnim slojevima gline i pijeska. Kao tehnologija zaštite građevne jame odabrana je pilotna stijena sa samobušivim sidrima, dok se drenaža podzemne vode se provodi plošnim drenom od geotekstila na koji dolazi mlazni beton kao zaštita degradacije lapora. Iskop na zapadnoj strani se provodi u dvije denivelacije. Prva denivelacija od 11 m, potom radni plato širine 6,2m i druga denivelacija od 13,2 m. Na istočnoj strani denivelacija iznosi 6,35m. Kroz analize stabilnosti i naponsko-deformacijske analize dokazat će se stabilnost kliznih ploha na karakterističnom poprečnom presjeku te će se prikazati unutarnje sile i pomaci potporne konstrukcije. Završno, izrađen je BIM model projektnog rješenja.
Abstract (english)
This thesis presents a slope protection for the western and eastern side of the excavation pit designed for the construction of the extension of “Special hospital Krapinske Toplice”. The excavation is mainly performed in marl with surface layers of clay and sand. The selected pit protection consists of a pile wall supported with self-drilling anchors, underground water drainage is accomplished through a geotextile plane drain on which shotcrete is applied prevent marl degradation. Excavation on the west side is executed in two denivelations. The first denivelation is 11 m deep after which a 6,2m wide working plateau is formed and the second denivelation is 13,2 m. The east side denivelation amounts to 6,35 m. Stability of slip surfaces on the characteristic cross section will be proven through stability analysis and stress-strain analysis will be used to determine forces and displacements of the supporting structure. Finally, a BIM model of the design solution is developed.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:416239
Study programmeTitle: 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 resourceText
File originBorn digital
Access conditionsClosed access
Terms of useLicence In copyright icon
Created on2019-11-13 13:15:08