Journal of Cold Regions Engineering

Papers
(The TQCC of Journal of Cold Regions Engineering is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-03-01 to 2025-03-01.)
ArticleCitations
Study on Strength Characteristics of Sodium Sulfate Saline Sand Based on Homogenization Theory16
Evaluating the Effects of Climate Change on Spring Load Restrictions across Ontario, Canada15
Factors Influencing Pavement Friction during Snowstorms13
Experimental and Numerical Study of the Uniaxial Compressive Strength of Ice with Initial Fibrous Pore: Effects of Temperature and Loading Rate13
Visibility of Winter Operations Vehicles: The State of Practice in the United States12
Study on Active Snow and Ice Melting Tests and Stability of Conductive Rubber Composites for Roads11
Effect of Anti-Icing Chemicals during Hoar Frost Situations11
Factors Affecting Frost Heave of Chilled Gas Pipelines9
The Development of a Laboratory-Based Method to Simulate Cold-Weather Dusting on Mine Tailings Impoundments9
Systematic Literature Search and Meta Regression of Measured Static Ice Loads on Concrete Dams8
Rock Damage Constitutive Model Based on the Modified Logistic Equation under Freeze–Thaw and Load Conditions7
Study on Mechanical Properties of Saline Soil and Evaluation of Influencing Factors7
Stabilization of Soft Clays Exposed to Freeze–Thaw Cycles Using Chitosan6
Strength, Microstructure, and Deformation Behavior of Frozen Cemented Tailing Material6
Statistical Evaluation of Seismic Velocity Models of Permafrost6
BIM-CFD-based Thermal Analysis for Northern Buildings on Permafrost6
Experimental Study on the Thawing Characteristics of Frozen Clay Minerals and Frozen Sand–Mineral Mixtures6
Thermal Stabilization of Embankments Built on Thaw-Sensitive Permafrost5
Energy Characteristics and Damage Constitutive Model of Frozen Sandstone under Triaxial Compression5
Effect of Sulfate Crystallization on Uniaxial Compressive Behavior of Concrete Subjected to Combined Actions of Dry–Wet and Freeze–Thaw Cycles5
Analysis of Construction Workers’ Health and Safety in Cold Weather Conditions5
Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading5
Closure to “Physical Modeling of Temperature Influence on Performance of Geogrid-Reinforced Retaining Walls Considering Backfill Type Effect”5
Reviewers4
Impacts of Temperature Data Sets on Macroscale Snowmelt Simulations in the Missouri River Basin4
Effect of Thermogelation Biopolymers on Geotechnical Properties of Red Mud Tailings Exposed to Freeze and Thaw4
Physical Model Tests of Piles under Freeze–Thaw Cycles Subjected to Individual and Combined Loads4
Reviewers4
Cost–Benefit Analysis of Implementing Solar Photovoltaic Structural Snow Fences in Minnesota4
Comparison of Antistripping Performance Evaluation Methods on Asphalt Runway Pavement in Cold Regions4
Strength, Deformation Behavior, and Microstructure of Cement Paste Backfill with Calcium Chloride in Subzero Environments4
The Influence of Varying Subgrade Soil Compaction on the Relationship between Soil Water Content and Resistivity4
Mechanical and Microstructural Properties of Nanoconcretes Exposed to Low-Temperature Curing4
Optimizing Snow and Ice Route Removal Operations Using Vehicle Routing Problems and Geographic Information System4
Multiple Camera Large-Scale Particle Image Velocimetry Feasibility for Rivers in Alaska4
Study on Stability of Soil Slope in Seasonally Frozen Region Based on Water Transfer and Strength Deterioration under Freeze–Thaw Cycles3
A Method for Evaluating Material Performance Parameters in Long-Life Structural Design under Random Degradation from Freeze–Thaw Cycles3
Rolling Resistance Measurements on Cycleways Using an Instrumented Bicycle3
A Review of the Existing Data on Soil-Freezing Experiments and Assessment of Soil-Freezing Curves Derived from Soil–Water Retention Curves3
Freeze–Thaw Resistance of Nonproprietary Ultrahigh-Performance Concrete3
Mechanism of Radial Stress in the Freezing Direction Produced by Non-Frost-Susceptible Materials3
Transport Properties and Deicing Salt Resistance of Blended Ultrahigh-Performance Concrete3
Effect of Frozen Ground on Seismic Response of Pile-Supported Bridge3
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