Analysis on the synergistic variation law of pile refreezing process and bearing capacity based on high-strain dynamic test method

D Yu, Y Cao, Q Zhao - Scientific Reports, 2023 - nature.com
The high-strain dynamic test method possesses the attributes of speed, efficiency, and
environmentally-friendly, low-carbon characteristics. To study the reliability of the high-strain …

Strength Deterioration Mechanism of Interface between Soil–Rock Mixture and Concrete with Different Degrees of Roughness under Freeze–Thaw Cycles

L Tang, Y Li, Y Yu, L Jin, Z Gao, D Wu… - Journal of Cold …, 2024 - ascelibrary.org
The hydrothermal field status of soil–rock mixture–concrete interface changes significantly
under freeze–thaw cycles, which causes pore structure changes, interface debonding, and …

[HTML][HTML] Effect of Cyclic Soil Freezing and Thawing on the Lateral Load Response of Bridge Pile Foundations

W Wang, X Zhang, S Yu, J Guan - Buildings, 2024 - mdpi.com
In this article, a nonlinear static analysis model of a bridge pile foundation is established
using numerical simulation, and the correctness of the model is verified via experiments …

Experimental study on shear behavior of geotextile encased lime energy column-soil interface in degraded permafrost environment

G Wang, L Zhou, C Lin, Z Liang, D Feng… - Cold Regions Science …, 2025 - Elsevier
The differential settlement of warm permafrost foundations significantly impacts the safe
operation of highway and railway embankments. The use of geotextile encased lime energy …

Load Transfer of Piles Embedded in Ice-Poor Frozen Soils and Exposed to Varying Temperature

A Tabatabaei, AA Hassan… - Journal of Cold Regions …, 2024 - ascelibrary.org
In recent years, cold regions have seen dramatic changes to the once-stable permafrost
layers as a result of global warming. Changes in mean annual temperature directly impact …