Design and construction of station caverns – Melbourne Metro Tunnel Project

Author:

Lagger Hannes1,Sainsbury David2,Sainsbury Bre‐Anne3,Storry Roger4

Affiliation:

1. ARUP Sky Park, 1 Melbourne Quarter 699 Collins Street Docklands Victoria 3008 Australia

2. Geotechnica 3/25 Acland Street St Kilda Victoria 3182 Australia

3. Deakin University 75 Pigdons Road Waurn Ponds Victoria 3218 Australia

4. Bouygues Travaux Publics Level 27, 101 Collins Street Melbourne Victoria 3000 Australia

Abstract

AbstractThe Metro Tunnel Project in Melbourne, Australia, involves the construction of 9 kms of twin rail tunnels and five new underground stations, including the State Library and Town Hall in the City Centre. The stations aim to provide spacious areas measuring around 260 m in length, 30 m in width, and 23 m in height. To address ground conditions, load behaviour, and land constraints, the stations are being built as trinocular form caverns, with a sequential excavation of the central (cavern) tunnel followed by the outer (platform) tunnels. Advanced 3D numerical analyses guided the design of the primary support and permanent linings, with temporary steel columns incorporated into permanent linings for efficiency. Close collaboration and an observational design approach facilitated efficient construction methods and work sequencing. The paper presents insights into the successful design, construction, and verification approaches on aspects of the project.

Publisher

Wiley

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference7 articles.

1. Sainsbury B.; Sainsbury D. (2017)Practical use of the ubiquitous-joint constitutive model for the simulation of anisotropic rock massesin: Rock Mech. Rock Eng. 50 no. 6 pp. 1507–1528.10.1007/s00603-017-1177-3.

2. Sainsbury D.; Amon A. (2017)Advanced analysis of tunnel excavation within the anisotropic Melbourne formation. Challenging Underground Space: Bigger Better More. Proceedings of the 16th Australasian Tunnelling Conference 30 Oct.–1 Nov. Sydney Australia Australasian Tunnelling Society pp. 2211–2218.10.1201/9781003348030-266.

3. Itasca Consulting Group (2012)FLAC3D 5.0. Minneapolis USA: Itasca Consulting Group.

4. Sainsbury D.; Coombes B.; Storry R. (2023)Numerical analysis of the Melbourne Metro Town Hall station cavernin: Proceedings of the World Tunnelling Congress 12–18 may Athens Greece.

5. Golder Associates (2010)Fracman Version 7.3. FracMan Technology Group Golder Associates (Nottingham UK).

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