Effect of Axial In-Situ Stress in Deep Tunnel Analysis Considering Strain Softening and Dilatancy
In many previous tunnel analyses, the axial in-situ stress was ignored. In this work, its effect on the deformation and failure of the surrounding rock of a deep tunnel was revealed, considering the objective strain softening and dilatancy behavior of the surrounding rock. Analysis based on the incr...
Main Authors: | Kang Yi, Zhenghe Liu, Zhiguo Lu, Junwen Zhang, Shuangyong Dong |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2020-03-01
|
Series: | Energies |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1073/13/6/1502 |
Similar Items
-
A New Approach for Analyzing Circular Tunnels in Nonlinear Strain-Softening Rock Masses Considering Seepage Force
by: Hao Fan, et al.
Published: (2023-01-01) -
Strain-Softening Analyses of a Circular Bore under the Influence of Axial Stress
by: Xuechao Dong, et al.
Published: (2021-08-01) -
An improved strain-softening constitutive model of granite considering the effect of crack deformation
by: Yapeng Li, et al.
Published: (2024-04-01) -
An Analytical Model for the Excavation Damage Zone in Tunnel Surrounding Rock
by: Xiaoding Xu, et al.
Published: (2022-10-01) -
A Proposed Algorithm to Compute the Stress-Strain Plastic Region and Displacement of a Deep-Lying Tunnel Considering Intermediate Stress and Strain-Softening Behavior
by: Jinwang Li, et al.
Published: (2021-12-01)