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master's thesis
Analize ubrzanja slijeganja u opterećenim tlima
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2015. urn:nbn:hr:157:450905
Volf, Ivan
University of Rijeka
Faculty of Civil Engineering

Cite this document

Volf, I. (2015). Analize ubrzanja slijeganja u opterećenim tlima (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:450905

Volf, Ivan. "Analize ubrzanja slijeganja u opterećenim tlima." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:450905

Volf, Ivan. "Analize ubrzanja slijeganja u opterećenim tlima." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:450905

Volf, I. (2015). 'Analize ubrzanja slijeganja u opterećenim tlima', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 23 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:450905

Volf I. Analize ubrzanja slijeganja u opterećenim tlima [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2015 [cited 2024 April 23] Available at: https://urn.nsk.hr/urn:nbn:hr:157:450905

I. Volf, "Analize ubrzanja slijeganja u opterećenim tlima", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2015. Available at: https://urn.nsk.hr/urn:nbn:hr:157:450905

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TitleAnalize ubrzanja slijeganja u opterećenim tlima
Title (english)Analysis of Settlement Speed Up Process in Loaded Soil Deposits
AuthorIvan Volf
MentorŽeljko Arbanas (mentor)
Committee memberSanja Dugonjić Jovančević
Committee memberLeo Matešić
Committee memberŽeljko Arbanas
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2015-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Geotechnology
Abstract
Konsolidacija tla je proces vremenskog smanjenja volumena saturiranih tala niske vodopropusnosti uslijed disipacije porne vode uzrokovanog opterećenjem. Koherentna tla niske hidrauličke vodljivosti neophodno je tretirati kako se nakon izvedbe ne bi javila potencijalna oštećenja konstrukcija uzrokovana slijeganjima. S obzirom da se proces konsolidacije može se odvijati u dugom vremenskom periodu nakon primjene opterećenja nasipom potrebno je primijeniti odgovarajuće metode kojima se omogućuje brži razvoj vremenskih deformacija. U radu su prikazane osnovne karakteristike i opravdanost primjene predopterećenja tla, metode vibracijskog punjenja i primjene prefabriciranih vertikalnih drenova te način određivanja utjecaja navedenih pristupa na razvoj deformacija u tlu uzrokovanih opterećenjem s površine. U radu je prikazan pristup rješavanja problema dugotrajnih slijeganja opterećenih krutih prašinastih tala. Prikazan je način modeliranja predviđenog poboljšanja tla šljunčanim pilotima ispod nasipa željezničke pruge te je provedena parametarska analiza utjecaja duljine i osnog razmaka šljunčanih pilota na razvoj vremenskih slijeganja. Analize trenutnog i vremenskog slijeganja temeljnog tla provedene su u programskom paketu FLAC 7.0. Temeljem rezultata analize slijeganja tla odabrana je optimalna geometrija poboljšanja za koju je izrađen troškovnik radova i nacrtna dokumentacija.
Abstract (english)
Soil consolidation is a time depended process of a gradual reduction in volume of a fully saturated soil of low permeability due to the drainage of pore water set up by a load uppon a soil. It is neccecary to treat coherent soils with low hidraulic conductivity to evade potencial post-construction structural damage caused by settlements. Giving the fact that the consolidation process can develop throught a long period after the application of loads by an embankment it is neccecary to use appropriate methods which enable faster development of time deformations. In the paper, elementary characteristics and the feseability of use of a surcharge, method of vibroflotation and the use of prefabricated vertical drains and the way of determining the influence of said approches on the development of soil deformation caused by surface loads is shown. The approach of solving a long-term settlement problem of loaded stiff silty soils and a method for modeling the stipulated soil improvement by means of stone columns below an embankement is shown in the paper. A parametric analysis was conducted to show the influence of length and axial spacing of stone columns on the development of long-term settlements. Cost estimate and blueprints were made for the optimal geometry of soil improvement that was selected on the basis of the results of the settlement analysis.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:450905
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
RepositoryRepository of the University of Rijeka, Faculty of Civil Engineering
Created on2016-02-09 12:45:56

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