目录
- Accounting for the solar radiation in thermal regime prediction for railway subgrade in cold regions
- Characterization of frozen soil-cement mixture for berm construction in cold regions
- Accounting for natural-climatic conditions in the design of roads in western Siberia
- Technological monitoring of subgrade construction on high-temperature permafrost
- Experimental research on acoustic wave velocity of frozen soils during the uniaxial loading process
- To the issue of stabilization of permafrost soil subgrade
- Strength and stiffness variation of frozen soils according to confinement during freezing
- Numerical analysis of applying special pavements to solve the frost heave diseases of high-speed railway roadbeds in seasonally frozen ground regions
- Stress states of thawed soil subgrade
- Probabilistic analysis of embankment slope stability in frozen ground regions based on random finite element method
- Compressive strength and frost heave resistance of different types of semi-rigid base materials after freeze-thaw cycles
- Monitoring and analysis of ground temperature and deformation within Qinghai-Tibet Highway subgrade in permafrost region
- Refreezing of cast-in-place piles under various engineering conditions
- A method used to determine the upper thermal boundary of subgrade based on boundary layer theory
- Evaluation of creep models for frozen soils
- Experimental investigations of freezing soils at ground conditions of Astana， Kazakhstan
- Influence of fines content on the anti-frost properties of coarse-grained soil
- Vibration characteristics of frozen soil under moving track loads
- Finite element analysis on deformation of high embankment in heavy-haul railway subjected to freeze-thaw cycles
- Investigation of insulation layer dynamic characteristics for high-speed railway
- Permafrost and geotechnical investigations in Nalaikh Depression of Mongolia
- Processes and mechanisms of multi-collapse of loess roads in seasonally frozen ground regions： A review
- Finite element analysis on deformation of high embankment in heavy-haul railway subjected to freeze-thaw cycles
- Processes and mechanisms of multi-collapse of loess roads in seasonally frozen ground regions:A review