Numerical research on the impact of horizontal freezing on existing underground structures in shield reception
The freezing construction of the end of the new shield tunnel has a mechanical impact on the surrounding structures. Few studies exist on the reasonable range of soil reinforcement near the shield tunnel and the influence of frost heave on the existing structure during the freezing process. To explo...
Saved in:
| Main Authors: | Zequn Hong, Shuoren Fu, Yuanhao Wu, Yong Zhang, Lu Lu |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Frontiers Media S.A.
2025-01-01
|
| Series: | Frontiers in Earth Science |
| Subjects: | |
| Online Access: | https://www.frontiersin.org/articles/10.3389/feart.2024.1511744/full |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Reducing frost heave and salt migration in saline soil foundations of channels in seasonal frozen regions using solidification
by: KANG Xinrui, et al.
Published: (2025-02-01) -
Safety Risk Assessment of Double-Line Tunnel Crossings Beneath Existing Tunnels in Complex Strata
by: Bafeng Ren, et al.
Published: (2025-06-01) -
Temperature Distribution of Frozen Wall Formed by Irregular Hole Arrangement During In Situ Repair of Underground Shield Machine
by: Rongjian Shi, et al.
Published: (2024-11-01) -
Impact of Shield Under-Passing on Existing Tunnel Settlement Considering Construction Factors
by: XUE Ziqian, et al.
Published: (2025-05-01) -
Study on the Frost Heaving Characteristics and Strength Deterioration of Saturated Red Sandstone Under a Unidirectional Freeze–Thaw Cycle
by: Zhongyao Li, et al.
Published: (2025-07-01)