Study on Stability of Tunnel Surrounding Rock and Precipitation Disaster Mitigation in Flowing Sand Body
Flowing sand is a special surrounding rock encountered by tunnel construction. Due to the looseness and low viscosity of the flowing sand, after excavation, the sand body is easy to flow along the open surface. In addition, the water seepage also causes tunnel instability. Considering the characteri...
Saved in:
Main Authors: | Yongyi He, Bole Sun, Mingnian Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2021/6043807 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Complex Modeling of the Effects of Blasting on the Stability of Surrounding Rocks and Embankment in Water-Conveyance Tunnels
by: Xian-qi Zhou, et al.
Published: (2018-01-01) -
Analysis of Surrounding Rock Creep Effect on the Long-Term Stability of Tunnel Secondary Lining
by: Xiaoqian Zhang, et al.
Published: (2021-01-01) -
Distribution Features of the Minimum Rock Cover Thickness of the Surrounding Rock Self-Stability of the Metro Tunnel in the Soil-Rock Dualistic Stratum
by: Ziguang Zhang, et al.
Published: (2020-01-01) -
Bedding Plane Effects on Mechanical Behavior of Surrounding Rock in Mountain Tunneling
by: Shuang You, et al.
Published: (2021-01-01) -
Analysis on Loose Circle of Surrounding Rock of Large Deformation Soft-Rock Tunnel
by: Rui Wang, et al.
Published: (2020-01-01)