Application of Precast SFRC Tunnel Segment Lining in HK and its Benefit

Authors

  • Clayton Y. K. Chan AECOM Asia Company Limited Author
  • Brian K.L. Ieong AECOM Asia Company Limited Author
  • Terry C.W. Ma AECOM Asia Company Limited Author
  • Joe F.K. Kun AECOM Asia Company Limited Author
  • Keith K.F. Wong Dragages Hong Kong Limited & Bouygues Travaux Publics Author
  • Johnny S.C. Lau Dragages Hong Kong Limited & Bouygues Travaux Publics Author
  • Sebastien L. Chen Dragages Hong Kong Limited & Bouygues Travaux Publics Author
  • Ruby S. P. Chan Dragages Hong Kong Limited & Bouygues Travaux Publics Author
  • Harry H.C. Wong Dragages Hong Kong Limited & Bouygues Travaux Publics Author
  • Albert K.H. Kwan Independent Reviewers Author
  • Alex W. K.Wong Independent Reviewers Author

DOI:

https://doi.org/10.21467/proceedings.7.7.19

Abstract

Precast concrete tunnel segment lining reinforced with conventional steel rebar have been generally used with the Tunnel Boring Machine (TBM) since 1950s. As ample concrete cover needs to be provided to protect the steel reinforcement tunnel lining against corrosion and fire, concrete cover would be easily damaged during the segment handling, erection and TBM thrusting. This will induce different degrees of damaging to the precast tunnel segment lining which affects the long-term durability performance of the permanent lining and involves substantial maintenance to the tunnel structure. To tackle the subjected problems, steel fibres are adopted to replace the conventional steel reinforcement in precast concrete segment. The adoption of precast steel fibres reinforced concrete (SFRC) tunnel segment lining increased significantly in tunnel industry since 2000 with the increase on the understanding of SFRC behavior and enhancement on the quality assurance on production. Until now there is no precedent case project using precast SFRC segments as the permanent tunnel lining in Hong Kong, but Dragages Hong Kong (DHK) has stepped forward as a pioneer contractor to promote the adoption of precast SFRC segment as the temporary tunnel lining for pilot tunnel in two highway tunnel projects which can provide the foundation on expanding the usage of precast SFRC segment to the permanent tunnel lining in the near future. This paper is to present the general mechanical behavior and design principles on SFRC and discuss in detail for the appropriateness and benefit on the adoption of SFRC for the permanent precast concrete tunnel segment lining in Hong Kong. This paper also shares the local experience on using precast SFRC segments in HK.

References

S. H. Chu, L. Sneed, D. Y. Yoo & A. K. H. Kwan (2024) - Hooking Effect on Flexural Strength and Toughness of Steel Fiber-Reinforced Concrete Beams, ACI Materials Journal, November 2024

“Tunnelling Applications: Concrete Segment Reinforcement” published by BEKAERT

RILEM TC 162-TDF (2003):’Test and design methods for steel fibre and reinforced concrete’

ITAtech Report No. 7 (APRIL 2016): ITATECH GUIDANCE FOR PRECAST FIBRE REINFORCED CONCRETE SEGMENTS: VOL. 1: DESIGN ASPSECTS, published by The International Tunnelling and Underground Space Association

https://www.tunnel-online.info :Grand Paris Express: Steel Fibre Reinforced Concrete Tunnel Segments for the Metro Line 16 - tunnel

X. Monin, R.B. Storry, G. Steiner, A. Maxwell, J. Zhu & S. Sparrow (2019) - Full scale testing of rebar and SFRC segmental lining using independent and wireless instrumentation systems, The HKIE Geotechnical Division Annual Seminar 2019

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Published

2025-11-21

How to Cite

[1]
Clayton Y. K. Chan, “Application of Precast SFRC Tunnel Segment Lining in HK and its Benefit”, AIJR Proc., vol. 7, no. 7, pp. 213–225, Nov. 2025, doi: 10.21467/proceedings.7.7.19.