Frost heave cracking and uniaxial compression failure behavior of sandstone samples containing a flaw filled with water
Abstract The frost heave failure mechanism of fractured rock mass is a complicated problem faced by engineering construction in cold area. In this study, low temperature frost heave test and post-freezing uniaxial compression test on sandstone samples with a water-filled flaw were carried out. The f...
Saved in:
| Main Authors: | Duofeng Cen, Yage Li |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2024-11-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-024-80414-1 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Study on Frost Heave and Thaw Settlement Characteristics of Sanya Estuary Channel Soil Layer
by: Xiuwen Wu, et al.
Published: (2024-10-01) -
Effect of Silt and Clay Fraction Content on Frost Heave of Fine-Grained Soils
by: WITEK-ZIELONKA Kinga, et al.
Published: (2025-01-01) -
Study on discrete prediction model for mechanical behavior of buried pipelines under the influence of differential frost heave
by: Xiyan Zhang, et al.
Published: (2025-01-01) -
Application of microbially induced calcite precipitation to mitigate soil frost heave
by: M.F. Nikshoar, et al.
Published: (2023-04-01) -
Determining Ranges and Spatial Distribution of Road Frost Heave by Terrestrial Laser Scanning
by: Tarvo Mill, et al.
Published: (2014-09-01)