Study on the Stability of a Transition Section from Soft to Hard Surrounding Rock Based on the Solid-Fluid Coupling Effect
To study the stability of a transition section of a tunnel from soft to hard surrounding rock under seepage conditions, FLAC3D software was used to numerically simulate the transition section of the Laomushan Tunnel from the Shiqian to Yuping (Dalong) Expressways in Guizhou Province, China, and to e...
Saved in:
Main Authors: | Qizhi Hu, Yixin Tang, Zhigang Ding |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/6964151 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Analysis on Loose Circle of Surrounding Rock of Large Deformation Soft-Rock Tunnel
by: Rui Wang, et al.
Published: (2020-01-01) -
Numerical Modeling and Stability Analysis of Surrounding Rock of Yuanjue Cave
by: Zhigang Meng, et al.
Published: (2021-01-01) -
Deformation Analysis of Surrounding Rock of Deep Roadway by the Fluid Structure Coupling Model with MIDAS-GTS
by: Jun Jiang, et al.
Published: (2022-01-01) -
Study on Mechanical Response and Stability Algorithm of Soft and Hard Rock Interbedded Slope Excavation
by: Qingyang Ren, et al.
Published: (2022-01-01) -
Study on Deformation Mechanism and Support Measures of Soft Surrounding Rock in Muzhailing Deep Tunnel
by: Zhigang Tao, et al.
Published: (2020-01-01)