Corrigendum to “Analytical Method for Evaluating the Ground Surface Settlement Caused by Tail Void Grouting Pressure in Shield Tunnel Construction”
Saved in:
Main Authors: | Changsheng Wu, Zhiduo Zhu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/9481728 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Machine learning-based forecasting of ground surface settlement induced by metro shield tunneling construction
by: Qiankun Wang, et al.
Published: (2024-12-01) -
Simplified Analytical Method for Predicting the Lateral Ground Displacements due to Shield Tunnelling
by: Lianwei Sun, et al.
Published: (2021-01-01) -
Monitoring and Analysis of Ground Settlement Induced by Tunnelling with Slurry Pressure-Balanced Tunnel Boring Machine
by: Hyunku Park, et al.
Published: (2018-01-01) -
Effects of Different Construction Sequences on Ground Surface Settlement and Displacement of Single Long Pile due to Twin Paralleled Shield Tunneling
by: Kan Huang, et al.
Published: (2021-01-01) -
Visualization of Multivariate Time-Series Characteristics of Ground Loss Caused by Shield Tunneling
by: Zhu Wen, et al.
Published: (2021-01-01)