Longitudinal Deformation Model and Parameter Analysis of Canal Lining under Nonuniform Frost Heave
Due to the unique hydrothermal environments, the frost heave failure of the concrete lining of water conveyance canals in cold regions is still frequent. The deformation of lining after frost heaving and the stress distribution calculated by the mechanical model can be the reference for the lining d...
Saved in:
Main Authors: | Pengfei He, Jianhua Dong, Xin Ren, Xiaolei Wu |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/5519035 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Research on Mechanical Model of Canal Lining Plates under the Effect of Frost Heaving Force
by: Yantao Liang, et al.
Published: (2022-01-01) -
Frost Heave of Irrigation Canals in Seasonal Frozen Regions
by: Jian Xu, et al.
Published: (2019-01-01) -
Experimental Study on Frost-Heaving Force Development of Tibetan Clay Subjected to One-Directional Freezing in an Open System
by: Pengfei He, et al.
Published: (2021-01-01) -
A Simplified Viscoelastic Solution of the Frost Heaving Force of Cavity Water behind Tunnel Linings
by: Jie-Tao Guo, et al.
Published: (2020-01-01) -
Frost Heaving Properties of Gravelly Soils in Alpine Seasonally Frozen Regions
by: Cheng Chen, et al.
Published: (2022-01-01)