Stabilizacija klizišta na Sljemenu primjenom pilotne stijene

master's thesis

• Title (english): Landslide stabilization on Sljeme through application of pile wall
• Author: Kristian Klanfar
• Mentor: Mario Bačić (mentor)
• Committee member: Mario Bačić (predsjednik povjerenstva)
• Committee member: Meho-Saša Kovačević (član povjerenstva)
• Committee member: Lovorka Librić (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Geotechnical Engineering); Zagreb
• Defense date and country: 2019-11-21, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Geotechnology

Abstract

Predmet ovog rada je stabilizacija klizišta na Sljemenu, u ulici Prilaz Kraljičinom zdencu, kod autobusnog ugibališta 66. Nekada je ovdje postojala šumska vegetacija, što je uočljivo prema panjevima na promatranom području. Promjenom vegetacije te povećanim spiranjem terena i infiltracijom površinske vode u podzemlje povećana je nestabilnost padine. Klizište će se sanirati pomoću pilotne stijene, geotehničkih sidara te potpornim zidom primjenom sustava gabiona. U uvodnom dijelu se opisuje trenutno stanje terena i detaljniji uvod u problematiku. Rad se zatim nastavlja s poglavljem metoda stabilizacije klizišta, nakon čega slijedi razrada geotehničkih podloga i odabir relevantnih parametara. Potom slijede geotehnički proračuni s prikazom naponsko-deformacijske analize projektnog rješenja, te prikaz analize stabilnosti kliznih ploha za odabrane proračunske situacije. Rad završava s prikazom tehničkih uvjeta izvedbe i programom kontrole kvalitete, zaključkom te popisom korištene literature.

Abstract (english)

The theme of this thesis is the landslide stabilization on Sljeme, in Prilaz Kraljičinom zdencu Street, near bus terminal 66. A forest vegetation used to be here, which can be seen from the stumps in the observed area. Change in vegetation, increasing ground clearance and infiltration of surface water in the underground have increased the instability of the landslide. The landslide will be stabilized using pile wall, geotechnical anchors and retaining walls using gabion system. The introductory section describes the current situation of the area and a more detailed introduction to the issue. The thesis is then continued with the landslide stabilization methods, followed by the analysis of geotechnical bases and the selection of relevant parameters. This is followed by geotechnical calculations showing the stress-strain analysis of the design solutions and the sliding surface stability analysis for the selected design situations. The thesis concludes with a presentation of the technical conditions of performance and the quality control program, conclusion and a list of used literature.

• Keywords: klizište; naponsko-deformacijka analiza; analiza stabilnosti; geotehnička sidra; pilotna stijena.
• Keywords (english): landslide; stress-strain analysis; stability analysis; geotechnical anchors; pile wall.
• Language: croatian
• URN:NBN: urn:nbn:hr:237:758522
• Study programme: Title: 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 resource: Text
• File origin: Born digital
• Access conditions: Closed access
• Created on: 2019-12-05 08:47:40