Elastic-plastic deformation of surrounding rocks under graded yielding support of tunnel
In order to solve the failure of support structure of tunnel in high stress soft rock, based on the principle of reasonably releasing the stress in surrounding rocks and reducing the stress of support structure, a hydraulic tunnel graded yielding support structure is proposed. Considering the spatia...
Main Authors: | DONG Jian-hua, XU Bin, WU Xiao-lei, LIAN Bo |
---|---|
Format: | Article |
Language: | English |
Published: |
SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2022-08-01
|
Series: | Rock and Soil Mechanics |
Subjects: | |
Online Access: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2021.6457 |
Similar Items
-
An Analytical Model for the Excavation Damage Zone in Tunnel Surrounding Rock
by: Xiaoding Xu, et al.
Published: (2022-10-01) -
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) -
Neural Prediction of Tunnels’ Support Pressure in Elasto-Plastic, Strain-Softening Rock Mass
by: Ali Ghorbani, et al.
Published: (2018-05-01) -
Tunnelling with Full-Face Shielded Machines: A 3D Numerical Analysis of an Earth Pressure Balance (EPB) Excavation Sequence Using the Finite Element Method (FEM)
by: Jonathan Tyrer, et al.
Published: (2023-08-01) -
A New Numerical Finite Strain Procedure for a Circular Tunnel Excavated in Strain-Softening Rock Masses and Its Engineering Application
by: Wenbo Chen, et al.
Published: (2022-03-01)