prikaz prve stranice dokumenta Numerical analysis of landslide at Grohovo, Croatia
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master's thesis
Numerical analysis of landslide at Grohovo, Croatia
2016. urn:nbn:hr:157:836708
Galjanić, Kristina
University of Rijeka
Faculty of Civil Engineering

Cite this document

Galjanić, K. (2016). Numerical analysis of landslide at Grohovo, Croatia (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:836708

Galjanić, Kristina. "Numerical analysis of landslide at Grohovo, Croatia." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:836708

Galjanić, Kristina. "Numerical analysis of landslide at Grohovo, Croatia." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:836708

Galjanić, K. (2016). 'Numerical analysis of landslide at Grohovo, Croatia', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 11 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:836708

Galjanić K. Numerical analysis of landslide at Grohovo, Croatia [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2016 [cited 2024 April 11] Available at: https://urn.nsk.hr/urn:nbn:hr:157:836708

K. Galjanić, "Numerical analysis of landslide at Grohovo, Croatia", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:157:836708

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Metadata
TitleNumerical analysis of landslide at Grohovo, Croatia
AuthorKristina Galjanić
MentorŽeljko Arbanas (komentor)
MentorWu Wei https://orcid.org/- (mentor)
Committee memberLeo Matešić (predsjednik povjerenstva)
Committee memberMirko Grošić (član povjerenstva)
Committee memberŽeljko Arbanas (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2016-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
In this paper are given proposals to ensure stability of Grohovo landslide, more correctly pavement on the part of the road Grohovo path. Studied landslide is rainfall-induced. It appeared due to uplift of groundwater level and consequential change in pore pressures. The differences in the landslide types and the causes of their occurrence are explained. Grohovo landslide is described as complex composite, retrogressive, and probably reactivated. Measures of emendation are given and explained with models in Slide 6.0, 2D modeling software. Two ways of stabilizing are compared – pile walls and geogrids with satisfactory drainage systems.
Keywords
Languageenglish
URN:NBNurn:nbn:hr:157:836708
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2016-12-19 17:18:05