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Browsing by Subject "service tunnel"

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  • thumbnail.journal.alt
    Item type:Article, Access status: Open Access ,
    The reinforcement of tunnel lining of former service tunnel due to the load caused by a new underground structure
    (2007) Krásný, Otakar; Horák, Vladislav
    Close to an eastern part of a historical centre of the city Brno, between the streets Benesova and Koliste, there is planned a project of huge multi-functional building called CD-Palace, which should be built up in area of already canceled depo of the Main Railway Station Brno. Under the south-eastern corner of a planned building is situated former deep layed service tunnel Malinovskeho namesti. The underground foundation structures are ended only 4,75 m upon the top of the tunnel. Due to the increment of load of 200 kPa which will be caused by foundations there was set question whether the construction of tunnel is capable to carry such a load. The method chosen to calculate this problem was mathematical modelling with finite element method.