ABSTRACT

Sydney’s Central Station is the busiest railway station in Australia. The upgrade of the 115-year-old station to incorporate Sydney’s new metro lines involves the excavation and top-down construction of a 27-m-deep station box in the heart of the operating station. This paper describes the unique underpinning design for the existing pedestrianized Devonshire Street Tunnel (DST), which allowed it to remain open to customers throughout construction of the station box. This paper aims to present the structural and geotechnical design and staged construction methodology, describe the interface between geotechnical and structural works, and discuss risks and mitigation measures adopted during design development and construction.

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REFERENCES

Bentley. (March 04, 2021). “PLAXIS3DCE-V21.01-01-Tutorial.” <https://www.bentley.com/en/products/brands/plaxis>.
Lake, L. M. R. W. J. H. J. M. H., Anderson, M. M. I. L. C. I. R., and Information, A. (1996). Prediction and effects of ground movements caused by tunnelling in soft ground beneath urban areas, CIRIA, London.
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Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 505 - 519

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Published online: Mar 17, 2022

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Praveen Gadagi [email protected]
CPEng
1Senior Civil Structural Engineer, GHD Pty. Ltd. Email: [email protected]
Jonathon Turley [email protected]
CPEng
2Lead Structural Engineer, Aurecon Australasia. Email: [email protected]
Weimin Deng, Ph.D. [email protected]
3Technical Director, Aurecon Australasia. Email: [email protected]
Tony Lavorato [email protected]
CPEng
4Design Director Structures, Aurecon Australasia. Email: [email protected]

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