Geotehnički istražni radovi za retenciju Reka kod Donje Stubice

master's thesis

• Title: Geotehnički istražni radovi za retenciju Reka kod Donje Stubice : diplomski rad
• Title (english): Geotehnical investigations for retention Reka near Donja Stubica : master's thesis
• Author: Tomislav Gregurić
• Mentor: Predrag Kvasnička (mentor)
• Committee member: Predrag Kvasnička
• Committee member: Trpimir Kujundžić
• Committee member: Želimir Veinović
• Granter: University of Zagreb; Faculty of Mining, Geology and Petroleum Engineering; (Department of Mining and Geotechnical Engineering); Zagreb
• Defense date and country: 2014-09-25, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Mining, Petroleum and Geology Engineering; Mining

Abstract

U ovom diplomskom radu opisuju se pripremne radnje za izgradnju retencije Reka, kojom bi se spriječile česte poplave koje nanose velike štete naseljenim mjestima, građevinama i poljoprivrednim zemljištima. Na povoljnom pregradnom mjestu koje je određeno prospekcijom terena, provedena su geotehnička terenska i laboratorijska ispitivanja, inženjersko-geološka istraživanja kao i geofizička istraživanja. Dobiveni karakteristični parametri tla ovim istraživanjima poslužit će za provedbu proračuna stabilnosti kosina nasute brane. Proračun je proveden prema Eurokodu 7, te su dobiveni parametri tla korigirani parcijalnim koeficjentima. Na osnovi provedenih proračuna, može se zaključiti da građevina zadovoljava sve uvjete stabilnosti koje zahtijeva Eurokod 7.

Abstract (english)

Abstract: The thesis describes the preparatory work for the construction of retention Reka, which would prevent the frequent floods that cause great damage to populated areas, buildings and farming land. Geotechnical field and laboratory testing, geological engineering investigations as well as geophysical surveys were conducted at a favorable barrier location, designated by field prospecting. The resulting characteristic parameters of the soil in this research will be used for the calculation of slope stability embankment dams. The analysis was conducted according to Eurocode 7, and the obtained soil parameters were corrected using partial quotient. On the basis of these calculations, it can be concluded that the building meets all the conditions of stability required by Eurocode 7.

• Keywords: retencijai; Reka; istraživački radovi
• Keywords (english): retention; Reka; investigation works
• Language: croatian
• URN:NBN: urn:nbn:hr:169:048483
• Study programme: Title: Mining; Study programme type: university; Study level: graduate; Academic / professional title: magistar/magistra inženjer/inženjerka rudarstva (magistar/magistra inženjer/inženjerka rudarstva)
• Type of resource: Text
• File origin: Born digital
• Access conditions: Access restricted to students and staff of home institution
• Created on: 2016-01-11 09:58:01