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Title:Back analysis of time-dependet displacement at the Trojane tunnel construction
Authors:ID Likar, Jakob (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2004_Likar_Back_analysis_of_time-dependet_displacement_at_the_Trojane_tunnel_construction.pdf (868,88 KB)
MD5: 8FAAE700EF3614F84EA4A78235C6C085
PID: 20.500.12556/dkum/806a1cc3-efb1-434c-9594-b4ad6571644c
 
URL http://fgserver3.fg.um.si/journal-ags/2005-1/article-3.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The 2,900-metre double tube tunnel of Trojane forms part of the highway section between Celje and Ljubljana and part of the highway road system connecting Lendava and Koper with adjacent roads. The construction of this section, which is of special importance for the Republic Slovenia, has been going on for almost ten years. The highway near Trojane where the tunnel is located, lies on a hilly terrain composed of Permian-carboniferous rocks, which are tectonically badly damaged in some places and marked with broad fault zones, containing tectonically remoulded soil of low strength in terms of deformability properties. Even though the amount of waters coming from the hills during the excavation of the tunnel was relatively small, this water, in combination with extremely damaged weak rock caused the increase of deformations at the construction site. Geological and geotechnical surveying with geometric monitoring and the analyses of stress and deformation changes in the surrounding rocks and support elements were critical in assessing the actual weak-rock conditions during the course of construction. Since the analyses of deformation processes, which had been modelled with PLAXIS 3D TUNNEL PROGRAM, showed great impact on permanent stability of the tunnel, special care was paid to rheological changes in the surrounding rocks and combined in-built support elements. 3D back analyses with SOFT-SOIL-CREEP (SSC) constitutive model, which takes into account rheological phenomena, were carried out. The calculations of primary and secondary stresses and deformations were made for two characteristic areas and determined on the basis of realistic geological mapping during tunnel construction. The first area represented typical rocks of the Trojane tunnel, i.e. shales and siltstone, while the second one was a tectonic zone where geological and geotechnical conditions during excavation were less favourable. The results of back analyses used provided an acceptable possibility for estimating the stress-strain variation during construction as well as an appropriate basis for analysing vertical displacements at the tunnel roof. The calculation results show good correlation with field measurements.
Keywords:tunnels, construction, permain-carboniferous rocks, geological-geotechnical conditions, tunnel support, Trojane tunnel, finite element method, costitutive models, back analyses, field mesurement, time dependent analysis
Publication status:Published
Publication version:Version of Record
Year of publishing:2004
Number of pages:str. 21-36
Numbering:Letn. 1, št. 1
PID:20.500.12556/DKUM-70484 New window
ISSN:1854-0171
UDC:624.191
ISSN on article:1854-0171
COBISS.SI-ID:520543 New window
NUK URN:URN:SI:UM:DK:7HESSCVC
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:15.05.2018
Views:1332
Downloads:71
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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:Povratna analiza časovno odvisnih pomikov pri gradnji predora Trojane
Abstract:Dvocevni Predor Trojane, ki je dolg okrog 2900m, je del avtocestne povezave med Celjem in Ljubljano v sklopu avtoceste Lendava – Koper s priključnimi kraki. Gradnja tega odseka, ki je za Republiko Slovenijo in širše bistvenega pomena, traja skoraj okrog deset let. Avtocesta na odseku, kjer je v prostor umeščen predor Trojane, poteka po gričevnatem in hribovitem območju, ki ga gradijo kamnine karbonske in permske starosti, tektonsko močno poškodovane, ponekod preprežene s širokimi prelomnimi conami, ki vsebujejo pregneteno tektonsko glino z nizkimi trdnostnimi in deformabilnostnimi lastnostmi. Čeprav so bili dotoki hribinske vode v času izkopa predora relativno majhni, je to v kombinaciji z izjemno močno poškodovanimi hribinami povzročalo povečane deformacije na površini na vplivnem območju gradnje. Sprotna geološko geotehnična spremljava z geometričnimi opazovanji in analize napetostnih in deformacijskih sprememb v okoliških kamninah in podpornih elementih so pripomogle k realnemu vrednotenju hribinskih razmer v času gradnje. Analize deformacijskih procesov, ki so bile narejene s programskim paketom PLAXIS 3D TUNNEL PROGRAM pokazale velik vpliv teh lastnosti na zagotavljanje trajne stabilnosti objekta, zato je bila posebna pozornost posvečena reološkim spremembam v okoliških kamninah in vgrajenim kombiniranim podpornim elementom. 3D povratne analize s SOFT-SOIL-CREEP (SSC) konstitutivnim modelom, so bile narejene z upoštevanjem reoloških lastnosti kamnin. Izračuni primarnih in sekundarnih napetosti in deformacij so bili narejeni za dve značilni območji, določeni na osnovi realnih geoloških popisov med gradnjo predora. Prvo območje predstavlja tipična kamnina značilna za predor Trojane, ki jo sestavljata skrilav glinavec in meljevec, medtem ko drugo drugo predstavlja tektonska cona, kjer so bile med izkopom geološko geotehnične razmere manj ugodne. Rezultati povratnih analiz, ki so prikazani za obe značilni območji, dajejo možnost realne ocene dogajanj in tudi primerno osnovo za prave odločitve o načinu gradnje v takšnih pogojih. Uporabljeni model se je pokazal kot primeren za tovrstne analize, saj se izmerjeni pomiki točk v stropu predora dobro ujemajo z izračunanimi.
Keywords:predori, gradnja tunela, predor Trojane, Slovenija, permo karbonske kamnine, geološko-geotehnični pogoji, podporni elementi v predoru, metoda končnih elementov, konstitutivni modeli, povratne analize, terenska meritev, časovno odvisne analize


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  1. Acta geotechnica Slovenica

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