201. Design and construction: temporary support for low cover driven tunnels, Clem7 tunnel, Brisbane.
- Author
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Charlesworth G., Hong Kong tunnelling conference 2009 20-Nov-0921-Nov-09, Ashley J., Campbell A., Gong R., Ma T.C.W., Stabler J., Charlesworth G., Hong Kong tunnelling conference 2009 20-Nov-0921-Nov-09, Ashley J., Campbell A., Gong R., Ma T.C.W., and Stabler J.
- Abstract
The tunnel will be the longest road tunnel in Australia and is due for completion in October 2010. The project consists of two parallel twin-lane tunnels which extend for 6.8 km, and the design includes about 3 km of roadheader tunnels, with the rest being excavated by tunnel boring machine. The southern roadheader sections are through areas of mixed ground and low rock cover at the south portal and involve the construction of adjacent tunnel spans of 18 and 15 m for the northbound and southbound tunnels, respectively. A thin pillar of weathered rock separates the tunnel drives, and construction of the south portal tunnel openings has been carried out with less than 5 m of cover to the finished surface of the existing South East freeway. The design of the excavation and the initial support schemes for the southern roadheader tunnels are described. Significant support elements from north to south included the rock pillar between the two tunnels which was anticipated to be of good quality tuff with widely spaced joints, fore-poling in areas where the rock cover in the tunnel crown was 0-5 m, a shotcrete and lattice girder support designed to allow for the shotcrete to gain strength in step with the anticipated rate of advance and to enable the fore-poling elements to span the distance between the support and the face being excavated, installation of bored piles in the gap between the two tunnels to carry the arch loads down into competent ground, and installation of fore-poling above the tunnel crown from the portal. A comprehensive instrumentation and monitoring scheme was used to investigate support performance. Observed settlements were in line with predicted behaviour., The tunnel will be the longest road tunnel in Australia and is due for completion in October 2010. The project consists of two parallel twin-lane tunnels which extend for 6.8 km, and the design includes about 3 km of roadheader tunnels, with the rest being excavated by tunnel boring machine. The southern roadheader sections are through areas of mixed ground and low rock cover at the south portal and involve the construction of adjacent tunnel spans of 18 and 15 m for the northbound and southbound tunnels, respectively. A thin pillar of weathered rock separates the tunnel drives, and construction of the south portal tunnel openings has been carried out with less than 5 m of cover to the finished surface of the existing South East freeway. The design of the excavation and the initial support schemes for the southern roadheader tunnels are described. Significant support elements from north to south included the rock pillar between the two tunnels which was anticipated to be of good quality tuff with widely spaced joints, fore-poling in areas where the rock cover in the tunnel crown was 0-5 m, a shotcrete and lattice girder support designed to allow for the shotcrete to gain strength in step with the anticipated rate of advance and to enable the fore-poling elements to span the distance between the support and the face being excavated, installation of bored piles in the gap between the two tunnels to carry the arch loads down into competent ground, and installation of fore-poling above the tunnel crown from the portal. A comprehensive instrumentation and monitoring scheme was used to investigate support performance. Observed settlements were in line with predicted behaviour.
- Published
- 2009