OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Materials in Civil Engineering is 32. 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 2022-05-01 to 2026-05-01.)

Article	Citations
Estimation of Rutting Model Parameters from Ideal Rutting Test for Texas Mechanistic-Empirical Flexible Pavement Design System	51
Bioregenerant for the Regeneration of Waste Asphalt Materials: Exploring Optimal Dosage, Regeneration Efficacy, and Mechanism	50
Impact of Various Mix Design Factors on Cracking Resistance of Epoxy-Modified Recycled Asphalt Mixtures: A Sensitivity Analysis	48
Compressive Properties and Failure Behavior of Aggregate-Segregated Asphalt Mixtures: Laboratory Testing and Digital Image Correlation Approach	47
Retarding Mechanism of Nano-Zn-Fe Hydrotalcites for Sulfoaluminate Cement-Based Grouting Materials	47
Effect of Cement Type and Water-to-Binder Ratio on k-value of Low-Calcium Fly Ash for Concrete Compressive Strength	46
Investigating Deterioration Mechanisms of Outdoor Concrete Staircases Constructed at the Okanagan Campus of UBC	46
Effect of Rice Husk Ash on Dispersion of Graphene Oxide in Alkaline Cementitious Environment	45
Modeling Nonlinear Stress–Strain Behavior of 6000 Series Aluminum Alloys under Cyclic Loading	45
Mechanical Performance and Acoustic Emission Characteristics during Fracture of Strain-Hardening Cementitious Composites with High-Content Fly Ash	42
Effect of Magnesium Ions on the Mechanical Properties of Soil Reinforced by Microbially Induced Carbonate Precipitation	42
Assessing Semiflowable Self-Consolidating Concrete with Sugarcane Bagasse Ash for Application in Rigid Pavement	42
Interaction of Superplasticizers with C3A: Understanding the Superplasticizer Compatibility with Cement	39
Textile Reinforced Concrete Subjected to Acidic and Alkaline Environment: Experimental Study	39
The Spatial Distribution of Microbially Induced Carbonate Precipitation in Sand Column with Different Grouting Strategies	38
Effect of Foaming Agent on Physical and Mechanical Properties of Foamed Phosphogypsum	37
Effect of Alkali Content on the High-Temperature Behavior of Alkali-Activated Slag Paste Containing MSWI Bottom Ash	37
Dynamic Resilient Modulus and Microstructure Degradation of Compacted Loess under Wetting–Drying–Freezing–Thawing Cycles	36
Fracture Mechanism of Steel Q370 under Strong Corrosion Based on Surface Morphology	35
Enhancing the High-Temperature Fracture Toughness of Ultrahigh-Performance Concrete through Optimization of Ternary Cement Matrix and Plastic Fiber Geometric Properties	35
Experimental Study of Improvement of Loess-Like Sodium Sulfate Saline Soil Using the Consolid System	35
Freeze–Thaw Resistance and Microstructure of Reused Waterborne Unsaturated Polyester Concrete from PET Recycled Material for Pothole Repair of Asphalt Pavement	34
Comparative Analysis of Passive Film Formed on Steel in Simulated Concrete Pore Solution and Cement Paste	34
Enhancing the High-Temperature Performance and Aging Resistance of Bioasphalt by Composite Modification	34
Embracing Sustainability in Rigid Pavement Construction: Unveiling Geopolymer Concrete’s Potential with Incorporated Reclaimed Asphalt Pavement Aggregates	33

Mechanical Properties of Superhigh-Strength Q960 Steel at Elevated Temperatures Considering the Tensile Strain Rate	33
Optimization of Nanocomposite HMA Containing Nanoalumina and SBS Based on Microscale Homogeneity Coefficient and Balanced Mechanical Properties	33
Design and Calibration of a Large-Scale 155-mm Split-Hopkinson Pressure Bar	32
Effect of Protein Containing Hydrogels on the Self-Healing of Cementitious Materials	32
Framework for Mix Design of Pervious Paver Blocks: A Film Thickness Index–Based Approach	32
Effects of Immobilized RAP Binder on Asphalt-Aggregate Interaction and Performance of 100% Recycled Asphalt Mixtures	32
Beetroot Juice Additive in Chloride Brines Reduces Damage of Concrete Exposed to Freeze–Thaw Cycles	32