OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Materials in Civil Engineering is 31. 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 2021-02-01 to 2025-02-01.)

Article	Citations
Conversion from Shear Creep Compliance to Relaxation Modulus of Asphalt Binder Using Cauchy Residue Method and Experimental Validation	61
Surface Modification of Multiwalled Carbon Nanotube on the Performance of SBS Asphalt	56
Mechanical Characterization of Gypsum-Based Composites with Single-Use Sling Waste Fibers from Construction and Demolition Waste	56
Investigations on Ni-Ti Shape-Memory Alloy Fiber-Reinforced GGBS Mortar in Aggressive Environment	55
Laboratory Evaluation on Pavement Performance of Polyurethane Mixture for Thin Overlay	51
Mechanistic Analysis and Durability of Thiophene Paving Mixtures	50
Frequency Dependency and Constitutive Model of Dynamical Mechanical Properties of Cement Asphalt Binders	48
Effect of Internal Curing with Superabsorbent Polymers on the Compressive Strength and Shrinkage of Concrete with Natural Volcanic Ash	48
Experimental and Numerical Investigation of Ballistic Impact Response of Polymethylmetacrylate	47
Embracing Sustainability in Rigid Pavement Construction: Unveiling Geopolymer Concrete’s Potential with Incorporated Reclaimed Asphalt Pavement Aggregates	47
Analysis of Segregation Tendency of Aggregates Based on Composite Geometric Characteristics	44
Field Evaluation of Polyester-Polymer Concrete Overlays on Bridge Decks Using Nondestructive Testing	43
Mechanism of the Enhanced C4AF Sintering and Chloride-Binding Capacity Caused by Magnesium Doping	43
Use of Nondestructive Impedance Spectroscopy for the Assessment of Clay–Lime Reaction Kinetics: Influence of Clay Mineralogy, Lime Content, and Curing Conditions	42
Cement-Enhancing Mechanical Behavior of Tailings Behind Upstream Tailings Dam for Safe Decommissioning	41
Corrosion Performance of Various Reinforced Concretes Subjected to a Systematic Wetting–Drying Cycle Regime in Real Marine Environment	40
Effects of Application of Waste Tea on Properties of Asphalt Binder and Mixture	39
Subgrade Strength Performance Behavior of Alkali-Activated Binder and Cement Stabilized Expansive Soil: A Semifield Study	37
Mesoscale Simulation of the Effect of pH on the Hydration Rate, Morphology, and Mechanical Performance of a Calcium-Silicate-Hydrate Gel	37
Systematic Review on Alkali-Activated Binders Blended with Rice Husk Ash	37
Creep and Long-Term Properties of Alkali-Activated Swedish-Slag Concrete	36
Effect of Lithium Silicate–Impregnated Limestone Aggregate on Skid Resistance Properties of Bituminous Mixture	35
Effect of Shape Memory on the Mechanical Properties of Concrete Reinforced with Short Shape Memory Alloy Fibers	34
Material Parameters in the GTN Model for Ductile Fracture Simulation of G20Mn5QT Cast Steels	33
Experimental Evaluation of the Fatigue Performance and Self-Healing Behavior of Nanomodified Porous Asphalt Mixtures Containing RAP Materials under the Aging Condition and Freeze–Thaw Cycle	33

Investigative Studies on Recycled High-Density Polyethylene and Polypropylene Pellets for Stabilization of Kaolinite Rich Soils	32
Modification and Application of the Arrhenius Equation Based on Activated Energy Methods from Various Asphalt Binders	32
Framework for Mix Design of Pervious Paver Blocks: A Film Thickness Index–Based Approach	32
Milled Waste Glass Powder in Magnesium-Silicate-Hydrate Cement: Technical and Environmental Assessment	31
Discussion of “Comprehensive Study on Mechanical and Environmental Characteristics of Cement-Treated Granular Steel Slag as Subballast Layer”	31
Initial Corrosion of Steel in Cement-Based Composites in Saline Soil at 65°C	31
Performance Characteristics of Cold In-Place Recycling Mixtures	31
Macrocell Effect on Chloride Threshold Value and Corrosion Rate of Steel Bar in Simulated Concrete Pore Solution	31
Reactivity Assessment of Supplementary Cementitious Materials and Their Binary Blends Using R3 Test	31