The Simulation of Grouting Behavior in the Pea Gravel Filling Layer Behind a Double-Shield TBM Based on the Level Set Method
In double-shield TBM tunnel construction, grouting plays a vital role in consolidating the gravel backfill and maintaining the integrity of the segmental lining. To investigate the permeation behavior of grout within the pea gravel layer, a fluid dynamics model was developed in this study. The model...
Saved in:
| Main Authors: | Xinlong Li, Yulong Zhang, Dongjiao Cao, Yang Liu, Lin Chen |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2025-07-01
|
| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/15/13/7542 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Loading Response of Segment Lining with Pea-Gravel Grouting Defects for TBM Tunnel in Transition Zones of Surrounding Rocks
by: Qixing Che, et al.
Published: (2025-07-01) -
Preparation and properties of pea-gravel grouting with sodium bentonite for hydraulic shield tunnel
by: Changyong Li, et al.
Published: (2025-07-01) -
Prediction of Settlement Due to Shield TBM Tunneling Based on Three-Dimensional Numerical Analysis
by: Ji-Seok Yun, et al.
Published: (2025-06-01) -
Numerical simulation method for double shield TBMs crossing weak zones
by: Zhiwen Wang, et al.
Published: (2025-02-01) -
Unstuck Technology for EPB/TBM Dual Mode Shield Machine Stuck in Rock Stratum
by: DUAN Yueqiang
Published: (2025-01-01)