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The Simulation Study of Support Schemes for Transition Zones in Double-Fault Tunnels China Railway Construction Urban Construction and Transporta

SAE Technical Papers (1906-current) Available online

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Format:
Book
Conference/Event
Author/Creator:
Wu, Jianmin, author.
Contributor:
Meng, Xianghua
Niu, Shuo
Zhang, Te
Conference Name:
2025 International Conference on Intelligent Transportation and Future Mobility (ITFM2025) (2025-04-11 : Guilin, China)
Language:
English
Physical Description:
1 online resource cm
Place of Publication:
Warrendale, PA SAE International 2025
Summary:
When a tunnel passes through the transition zone between two faults, different support schemes have varying impacts on the deformation of the surrounding rock. This study, based on the Zhangzhuang Tunnel's double-fault area, establishes a numerical simulation model using Midas GTS NX to compare and analyze the effects of an enhanced support scheme versus a standard reinforcement scheme. The results indicate that when the non-reinforced support scheme is applied throughout the tunnel, the settlement of the transition zone's crown is 5.7 mm, only 0.27 mm greater than that of the reinforced scheme. Additionally, the variation in support stress in the transition zone between the two schemes is minimal. This demonstrates the feasibility of adopting the non-reinforced scheme, which reduces the number of steel arch frames, enhances construction efficiency, and provides a reference for future construction of small-section tunnels in double-fault conditions
Notes:
Vendor supplied data
Publisher Number:
2025-99-0443
Access Restriction:
Restricted for use by site license

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