Study on Structural Service Performance of Heavy-Haul Railway Tunnel with Voided Base
The structural design of heavy-haul railway tunnels still follows the design method of ordinary railway tunnels. Most of them do not take into account the influence of large axle load of 30 t or more, let alone such problems as void of surrounding rock under long-term dynamic loads. In order to anal...
Saved in:
| Main Authors: | Zhiqiang Zhang, Bowen Zeng, Chaolong Dai, Wanping He |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2018-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/3510979 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Stability Analysis of the Lining Reinforcement Structure of a Double-Track Heavy-Haul Railway Tunnel
by: Weibin Ma, et al.
Published: (2023-01-01) -
Dynamic analysis of water-rich heavy haul railway tunnels considering basement defects evolution and train effects
by: Zhu Peng, et al.
Published: (2025-01-01) -
Study on Application Solution of Moving Block in Heavy Haul Railway
by: Feng LI
Published: (2020-11-01) -
Research on adaptive parking planning of heavy-haul trains on Shenmu-Shuozhou railway
by: HE Jia, et al.
Published: (2025-01-01) -
Dynamic Response of Railway Bridges under Heavy-Haul Freight Trains
by: Ye Xiao, et al.
Published: (2020-01-01)