|Naslov:||Back analysis of time-dependet displacement at the Trojane tunnel construction|
|Avtorji:||Likar, Jakob (Avtor)|
Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic)
|Datoteke:|| Acta_geotechnica_Slovenica_2004_Likar_Back_analysis_of_time-dependet_displacement_at_the_Trojane_tunnel_construction.pdf (868,88 KB)|
|Vrsta gradiva:||Znanstveno delo (r2)|
|Tipologija:||1.01 - Izvirni znanstveni članek|
|Organizacija:||FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo|
|Opis:||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.|
|Ključne besede:||tunnels, construction, permain-carboniferous rocks, geological-geotechnical conditions, tunnel support, Trojane tunnel, finite element method, costitutive models, back analyses, field mesurement, time dependent analysis|
|Št. strani:||str. 21-36|
|Številčenje:||št. 1, Letn. 1|
|ISSN pri članku:||1854-0171|
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|Skupna ocena:||(0 glasov)|
|Vaša ocena:||Ocenjevanje je dovoljeno samo prijavljenim uporabnikom.|
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