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Title:Time-dependent behaviour of reinforced cuts in weathered flysch rock masses
Authors:ID Grošić, Mirko (Author)
ID Arbanas, Željko (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2014_Grosic,_Arbanas_Time-dependent_behaviour_of_reinforced_cuts_in_weathered_flysch_rock_masses.pdf (700,29 KB)
MD5: 1FEB90A0B6375C46CDFF71BB29D6452D
PID: 20.500.12556/dkum/41a93dd4-b72f-4211-84d5-aef1cae7bbba
 
URL http://fgserver3.fg.um.si/journal-ags/2014-1/article-1.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Knowledge of stress-strain rock mass behaviour is crucial for many engineering purposes. Rock mass deformations and their influences on construction are observed during construction and even during exploitation phases. These deformations in the exploitation phase are caused by the time-dependent behaviour of the rock mass. A flysch rock mass is categorised as a heterogenic weak rock that has been intensely subjected to weathering processes. Due to weathering processes, the flysch rock mass degrades from fresh rock to residual soil within only a few meters of the geological profile below the surface. Observations of reinforced cuts along the Adriatic motorway near the City of Rijeka, Croatia, were conducted over a time period of seven years of spanning construction and exploitation. Measured displacements reached significant magnitudes during the exploitation period as a consequence of the time-dependent behaviour of the rock mass. The paper presents findings related to flysch rock mass weathering profile and its characteristics based on detailed geotechnical investigations and monitoring results coupled with back analyses. It was found possible to detect the thickness of the flysch rock mass weathering profile by performing detailed geotechnical investigations. Recommendations for the strength, deformation, and creep properties of the weathering profile of a flysch rock mass are given.
Keywords:time-dependent behaviour, weathering, weak rock mass, Burger model, back analyses
Publication status:Published
Publication version:Version of Record
Year of publishing:2014
Number of pages:str. 5-17
Numbering:Letn. 11, št. 1
PID:20.500.12556/DKUM-70812 New window
ISSN:1854-0171
UDC:624.131.25:622.791
ISSN on article:1854-0171
COBISS.SI-ID:280987904 New window
NUK URN:URN:SI:UM:DK:APGZBLMD
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:14.06.2018
Views:1271
Downloads:106
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Časovno odvisno obnašanje ojačanih zasekov v preperelih flišnih kamnitih masah
Abstract:Poznavanje napetostno-deformacijskih odnosov kamnitih mas je ključnega pomena za mnoge inženirske probleme. Deformacije kamnitih mas in njihov vpliv na konstrukcijo opazujemo med gradnjo, redko pa med uporabo. Deformacije v fazi uporabe povzroča časovno odvisno obnašanje kamnitih mas. Fliš je opredeljen kot heterogena krhka kamnina, ki je zelo podvržena preperevanju in lahko razpade v zemljino do globine nekaj metrov pod površino. Ojačane zaseke vzdolž Jadranske magistrale v bližini Reke na Hrvaškem smo opazovali sedem let, tako v obdobju gradnje kot uporabe. Izmerjene deformacije so v času uporabe ceste dosegle pomembne velikosti kot posledica časovno odvisnega obnašanja kamnitih mas. V prispevku so predstavljeni rezultati obnašanja preperele flišne mase in njene lastnosti, ki temeljijo na podrobnem geotehničnem raziskovanju in spremljanju rezultatov ter na povratni analizi. Ugotovljeno je, da je globino preperevanja posameznih slojev flišnih mas mogoče ugotoviti s podrobnim geotehniškim raziskovanjem. Podane so priporočene vrednosti parametrov trdnosti, deformabilnosti in polzenja za profil preperevanja flišne kamnite mase.
Keywords:geotehnika, kamnite mase, krhke kamnite gmote, fliš, preperevanje, deformacije, časovno odvisno obnašanje, preperevanje, Burgerjev model, povratna analiza


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  1. Acta geotechnica Slovenica

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