Conference Proceedings
13th Australian Tunnelling Conference
Conference Proceedings
13th Australian Tunnelling Conference
Analysis of the Creep Behaviour of Tunnels in Sandstone/Shale
Time-dependent deformation occurs when geo-materials are under an applied load; this may lead to additional deflection of a tunnel structure and the stress redistribution in the surrounding rock, shotcrete lining and rock bolt support system over time. A better understanding of this creep behaviour can improve the reliability of design, construction and maintenance of tunnels._x000D_
Hence, the present investigation was carried out on the time-dependent properties of rock, shotcrete and the combined tunnel support system._x000D_
Tunnels constructed in different ground conditions were modelled. The closure changes of the tunnel with time and the redistribution of stress in the surrounding rock, shotcrete lining and rock bolts due to the creep deformation were analysed. Results of the present analysis were compared with the results from the commercial program ABAQUS.
Hence, the present investigation was carried out on the time-dependent properties of rock, shotcrete and the combined tunnel support system._x000D_
Tunnels constructed in different ground conditions were modelled. The closure changes of the tunnel with time and the redistribution of stress in the surrounding rock, shotcrete lining and rock bolts due to the creep deformation were analysed. Results of the present analysis were compared with the results from the commercial program ABAQUS.
Contributor(s):
R Chen, J C Small
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- Published: 2008
- PDF Size: 0.259 Mb.
- Unique ID: P200803027