Simplified Method for Predicting Time-Dependent Behavior of Deep-Buried Tunnel Considering Tunnel Excavation Rate and Stress Release Effects
Author:
Affiliation:
1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China
2. Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu 610031, P. R. China
Abstract
Funder
National Key R&D Program of China
Publisher
World Scientific Pub Co Pte Ltd
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science
Link
https://www.worldscientific.com/doi/pdf/10.1142/S1758825122500430
Reference32 articles.
1. Response of a tunnel deeply embedded in a viscoelastic medium
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3. Designing Tunnel Support in Jointed Rock Masses Via the DEM
4. Analytical modeling of a deep tunnel inside a poro-viscoplastic rock mass accounting for different stages of its life cycle
5. Coupled analytical solutions for deep-buried circular lined tunnels considering tunnel face advancement and soft rock rheology effects
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