Big diameter tunnelling beneath low rock cover / Bau eines Großtunnels unter geringer Felsüberdeckung
Author(s): |
D. Meyer
F. Brodbeck N. McKenzie |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2009, n. 3, v. 2 |
Page(s): | 282-293 |
DOI: | 10.1002/geot.200900019 |
Abstract: |
The Clem Jones Tunnel (former North-South Bypass Tunnel) is the first project to get underway as part of Brisbane's transport plan which aims to improve the urban road network. The total length to be excavated is 6.8 km which includes 4.8 km of driven tunnel and associated road connections. Construction commenced in August 2006 with project completion targeted well before the contractual completion date of October 2010. Due to the local geology, in particular the hard Brisbane tuff and Neranleigh-Fernvale formation a combination of tunnel excavation methods are used. The majority of the tunnel is excavated by two tunnel boring machines in rock having a compressive strength of between 80 and 150 MPa. Ten roadheaders are excavating the remaining tunnels such as ramps, access tunnels, cross passages and merges. |
Keywords: |
double-shield TBM (DS-TBM) soil improvement roadheader jet grout columns
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Available from: | Refer to publisher |
Structures and Projects
- About this
data sheet - Reference-ID
10063849 - Published on:
19/11/2010 - Last updated on:
13/08/2014