Temperature Field of Artificially Frozen Gravel Formation and Optimization of Freezing Pipe Layout Parameters under Seepage Flow
An artificial ground freezing method is often applied to highly permeable gravel formations. Seepage flow increases energy consumption and engineering accidents under this condition. Based on the physical modeling tests, the numerical simulations were conducted. The physical modeling test examined t...
Saved in:
Main Authors: | Tian-liang Wang, Hong-fang Song, Yu Shu, Fei Zhang, Ya-meng He |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2022/1597645 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on Temperature Field Evolution Mechanism of Artificially Frozen Gravel Formation under Groundwater Seepage Flow
by: Tian-liang Wang, et al.
Published: (2022-01-01) -
Analytical Solution of Steady-State Temperature Field of Single Freezing Pipe under Action of Seepage Field
by: Bin Wang, et al.
Published: (2020-01-01) -
Effect of Seepage Velocity on Formation of Shaft Frozen Wall in Loose Aquifer
by: Jian Lin, et al.
Published: (2018-01-01) -
Ship Pipe Layout Based on Grid Normalized Astar Algorithm
by: LIN Yan, ZHANG Qiaoyu, LOU Jiandi
Published: (2025-01-01) -
Field experimental and numerical study on the formation and frost heave development of frozen soil under rapid freezing
by: Fuchen Teng, et al.
Published: (2025-07-01)