Analiza in določitev optimalne sanacije zemeljskega plazu "Razvor vrhi 3"

magistrsko delo

Franjo Županić (Author), Primož Jelušič (Mentor), Bojan Žlender (Co-mentor)

Abstract

Namen magistrskega dela je analizirati in predlagati optimalno rešitev za sanacijo plazu, do katerega je prišlo v Razvoru na Hrvaškem. V teoretičnem delu magistrske naloge je opisana klasifikacija plazov, kako nastanejo in rešitve za njihovo sanacijo. Obravnavali smo tudi področje težnostnih konstrukcij in opisali postopek, s katerim zagotovimo ustrezno stabilnost podpornih konstrukcij. V praktičnem delu naloge smo predlagali sanacijo plazu, s katero smo zagotovili globalno stabilnost in preprečili večjo materialno in gospodarsko škodo. Glede na velikost plazu in njegovo lokacijo smo predlagali optimalno rešitev, ki bi trajno zagotovila stabilnost pobočja. Ker sanacija plazov zahteva velika finančna sredstva, je bilo glavno vodilo zagotoviti trajno stabilnost terena z minimalnimi dimenzijami podpornih konstrukcij. Na podlagi splošnih smernic za načrtovanje podpornih konstrukcij in z iteracijskim postopkom smo določili minimalne dimenzije podporne konstrukcije. V programskem orodju GEO5 smo analizirali oz. preverili ustreznost podporne konstrukcije. Optimalno zasnovana podporna konstrukcija zagotavlja, da so vsi pogoji nosilnosti in stabilnosti izpolnjeni, hkrati pa zagotavlja trajno stabilnost pobočja z minimalnimi finančnimi sredstvi.

Keywords

zemeljski plaz;analiza stabilnosti;sanacija;podporne konstrukcije;modeliranje;magistrske naloge;

Data

Language:	Slovenian
Year of publishing:	2019
Typology:	2.09 - Master's Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[F. Županić]
UDC:	624.137(043.2)
COBISS:	23038230
Views:	720
Downloads:	122
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Analysis and determination of the optimal landslide remediation „Razvor vrhi 3“
Secondary abstract:	The purpose of the master's thesis is to analyse and propose an optimal solution for the reconstruction of the landslide that occurred in Razvor, Croatia. In the theoretical part of the thesis the classification of landslides, reasons for their occurrence and solutions for the remediation are described. Furthermore, the area of gravity-based structures was discussed and a procedure which ensures the stability of supporting structures. In the practical part of the thesis we proposed a landslide remediation to ensure global stability and prevent major material and economic damage. Depending on the size of the landslide and its location, we have proposed an optimal solution that would permanently ensure the stability of the slope. Since landslide remediation requires large financial resources, the main guideline was to ensure permanent stability of the terrain with minimal geometric calculations of the supporting structures. Based on the general guidelines for the design of a supporting structure and using the iterative procedure, the minimal geometric dimensions of the supporting structures were determined. The adequacy of the supporting structure was analysed and checked using the GEO5 software suite. An optimally designed supporting structure ensures that all load and stability conditions are met, while ensuring a permanent slope stability with minimal funding.
Secondary keywords:	landslide;stability analysis;reconstruction;retaining walls;
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	XII, 82 str.
ID:	11309680