Mechanical Behavior of Ultrahigh-Performance Concrete Tunnel Lining Segments

• Published in: Materials Vol. 14; no. 9; p. 2378
• Main Authors: Abbas, Safeer, Nehdi, Moncef
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 03-05-2021; MDPI
• Subjects: Bearing strength; Cement; Composite materials; Concrete; Curing; Developing countries; Drilling & boring machinery; Durability; flexural load; LDCs; Load; Load carrying capacity; Load tests; Manufacturing; Mechanical properties; Plastic deformation; Reinforced concrete; Segments; Spalling; Steel fibers; Strain hardening; Structural members; Structural weight; thrust load; Thrust loads; tunnel lining segment; Tunnel linings; Ultimate loads; Ultra high performance concrete; ultrahigh-performance concrete
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma14092378

Ultrahigh-performance concrete (UHPC) is a novel material demonstrating superior mechanical, durability and sustainability performance. However, its implementation in massive structures is hampered by its high initial cost and the lack of stakeholders’ confidence, especially in developing countries. Therefore, the present study explores, for the first time, a novel application of UHPC, incorporating hybrid steel fibers in precast tunnel lining segments. Reduced scale curved tunnel lining segments were cast using UHPC incorporating hybrid 8 mm and 16 mm steel fibers at dosages of 1%, 2% and 3% by mixture volume. Flexural and thrust load tests were conducted to investigate the mechanical behavior of UHPC tunnel lining segments thus produced. It was observed that the flow of UHPC mixtures decreased due to steel fibers addition, yet steel fibers increased the mechanical and durability properties. Flexural tests on lining segments showed that both the strain hardening (multiple cracking) and strain softening (post-peak behavior) phases were enhanced due to hybrid addition of steel fibers in comparison with the control segments without fibers. Specimens incorporating 3% of hybrid steel fibers achieved 57% increase in ultimate load carrying capacity and exhibited multiple cracking patterns compared to that of identical UHPC segments with 1% fibers. Moreover, segments without fibers incurred excessive cracking and spalling of concrete at the base under the thrust load test. However, more stable behavior was observed for segments incorporating steel fibers under the thrust load, indicating its capability to resist typical thrust loads during tunnel lining field installation. This study highlights the potential use of UHPC with hybrid steel fibers for improved structural behavior. Moreover, the use of UHPC allows producing structural members with reduced cross-sectional dimensions, leading to reduced overall structural weight and increased clear space.