Effect of Temperature Gradient on Compressive Strength and Strain Characteristics of Coarse-Grained Frozen Soil
The temperature field beneath a roadbed is asymmetrically distributed, which causes uneven settlement, longitudinal cracking, and even sliding and collapse, as well as other diseases of frozen soil roadbeds. Most roads in alpine mountain regions are half-filled and half-excavated. The degree and dir...
Saved in:
| Main Authors: | Jiajun Luo, Changtao Hu, Zhilong Zhang, Bingbing Lei, Jing Luo, Ao Zhang, Ge Hao |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2024-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2024/4059478 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental study on the micro-mechanism and compressive strength of concrete with calcined coal gangue coarse aggregate
by: Shengpeng Hao, et al.
Published: (2025-07-01) -
Compression strength and damage model of frozen silty clay in Xing’an Baikal permafrost under temperature effects
by: Kezheng Chen, et al.
Published: (2025-07-01) -
Coarse-Grained Hawkes Processes
by: Shinsuke Koyama
Published: (2025-05-01) -
COMPRESSIVE STRENGTH BEHAVIOUR OF CONCRETE PRODUCED USING OKIGWE RED LUMP STONE AS COARSE AGGREGATE
by: CHIOMA TEMITOPE GLORIA AWODIJI, et al.
Published: (2018-06-01) -
Comparison of Mechanical Properties and Sensitivity of Compressive and Flexural Strength of Artificial Frozen Sand
by: Junhao Chen, et al.
Published: (2022-01-01)