Effects of High-Pretension Support System on Soft Rock Large Deformation of Perpendicularly Crossing Tunnels
The control mechanism of prestressed support system is studied by means of three-dimensional discrete element numerical simulation, theoretical analysis, and field measurement. The actual project is selected to analyze, and the control effect is demonstrated. The theoretical analysis results show th...
Saved in:
Main Authors: | Li Gan, Ma Weibin, Tian Siming, Zhou Wenhao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/6669120 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effects of Construction Sequences and Volume Loss on Perpendicularly Crossing Tunnels
by: Yanwei Zang, et al.
Published: (2019-01-01) -
Analysis on Loose Circle of Surrounding Rock of Large Deformation Soft-Rock Tunnel
by: Rui Wang, et al.
Published: (2020-01-01) -
Application of Constant Resistance and Large Deformation Anchor Cable in Soft Rock Highway Tunnel
by: Xiaoming Sun, et al.
Published: (2019-01-01) -
Study on the Large Deformation Characteristics and Disaster Mechanism of a Thin-Layer Soft-Rock Tunnel
by: Xiulian Zhang, et al.
Published: (2020-01-01) -
Study on Deformation Mechanism and Support Measures of Soft Surrounding Rock in Muzhailing Deep Tunnel
by: Zhigang Tao, et al.
Published: (2020-01-01)