Design and construction of the cross passages is a challenging issue in tunnelling design and one of the major components of the overall construction cost and construction delay. Excavating cross passages through rock, soft ground, and mixed face conditions presents very different challenges as well as handling groundwater creates additional difficulties. Excavation of the main running tunnels, having a relatively larger dimension compared to the cross-passages, usually involves in the use of mechanized equipment such as Tunnel Boring Machines (TBM) to mitigate the impacts of difficult subsurface conditions. For cross passages, access is usually limited, excavation is implemented through traditional methods preceded by treatments if required. Different scenarios were selected and afterwards by changing the geometrical data of main tunnels, cross-passage, overburden and geotechnical parameters, a series of three-dimensional numerical analyses (FLAC 3D) were performed. The aim of this ongoing parametric study is to obtain some abacuses useful in engineering practice.

Preliminary design of cross passage by 3D numerical simulation / Daneshmand, Kasra; Floria, V.; Peila, Daniele; Pescara, M.. - ELETTRONICO. - (2013), pp. 219-229. (Intervento presentato al convegno Congresso Internazionale della Società Italiana Gallerie tenutosi a Bologna nel 17-19 ottobre 2013).

Preliminary design of cross passage by 3D numerical simulation

DANESHMAND, KASRA;PEILA, Daniele;
2013

Abstract

Design and construction of the cross passages is a challenging issue in tunnelling design and one of the major components of the overall construction cost and construction delay. Excavating cross passages through rock, soft ground, and mixed face conditions presents very different challenges as well as handling groundwater creates additional difficulties. Excavation of the main running tunnels, having a relatively larger dimension compared to the cross-passages, usually involves in the use of mechanized equipment such as Tunnel Boring Machines (TBM) to mitigate the impacts of difficult subsurface conditions. For cross passages, access is usually limited, excavation is implemented through traditional methods preceded by treatments if required. Different scenarios were selected and afterwards by changing the geometrical data of main tunnels, cross-passage, overburden and geotechnical parameters, a series of three-dimensional numerical analyses (FLAC 3D) were performed. The aim of this ongoing parametric study is to obtain some abacuses useful in engineering practice.
2013
9788855532532
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2518105
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