International Journal of Civil Engineering

Papers
(The TQCC of International Journal of Civil 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Direct Shear Creep Characteristics of Sand Treated with Microbial-Induced Calcite Precipitation36
Repeated Projectile Impact Tests on Multi-Layered Fibrous Cementitious Composites35
Experimental and Numerical Investigation of Bridge Configuration Effect on Hydraulic Regime31
Evaluation of Using Different Nanomaterials to Stabilize the Collapsible Loessial Soil30
Rheological and Microstructural Investigation of the Effects of Rejuvenators on Reclaimed Asphalt Pavement Bitumen by DSR and AFM22
Integrating Shared Autonomous Vehicles into Existing Transportation Services: Evidence from a Paratransit Service in Arlington, Texas20
Shear Strength of Reinforced Mortar Beams Containing Polyvinyl Alcohol Fibre (PVA)18
Concrete Structures and Their Impacts on Climate Change and Water and Raw Material Resource Depletion17
Physical and Numerical Evaluation of Mode II Fracture of Quasi-Brittle Materials16
Smart Progress Monitoring Framework for Building Construction Elements Using Videography–MATLAB–BIM Integration15
Multiple Objective Social Group Optimization for Time–Cost–Quality–Carbon Dioxide in Generalized Construction Projects15
Mitigation of Dust Emissions of Silty Sand Induced by Wind Erosion Using Natural Soybean Biomaterial14
Cyclic Behavior of CFRP Confined Circular CFST Damaged by Alkali-Silica Reaction13
Structural Performance of Biaxial Geogrid Reinforced Concrete Slab13
Numerical Study on Dynamic Effects of Soil-Tunnel-Structure Interaction13
Experimental Evaluation of the Effects of Structural Parameters, Installation Methods and Soil Density on the Micropile Bearing Capacity13
Bridge Damage Detection Through Combined Quasi-static Influence Lines and Weigh-in-motion Devices12
Characterization and Optimization of Mechanical and Impact Properties of Steel Fiber Reinforced Recycled Concrete12
A Method of Settlement Calculation of Ground Improved by Floating Deep Mixed Columns Based on Laboratory Model Tests and Finite Element Analysis11
Effect of Cone Diameter on Determination of Penetration Resistance Using a FCV11
Laboratory Investigation on Performance of Soil–Cement Columns Under Axisymmetric Condition10
Effect of Binder Rheology and Aggregate Gradation on the Permanent Deformation of Asphalt Mixtures10
Three-dimensional Nonlinear Finite Element Analysis for Load-Carrying Capacity Prediction of a Railway Arch Bridge10
BIM-Based Safety Leading Indicators Measurement Tool for Construction Sites10
Interface Shear Strength Prediction of CFRP-Strengthened Sulfate-Damaged Shear Keys Using NLFEA10
Effect of EPS Beads on the Behavior of Sand–EPS and Slope Stability Using Triaxial and Centrifuge Tests9
Use of Soft Computing Techniques to Predict the Bond to Reinforcing Bars of Underwater Concrete9
A comparative study of artificial intelligent methods for explosive spalling diagnosis of hybrid fiber-reinforced ultra-high-performance concrete9
Microstructure and Strength Effect on Bearing Capacity of Helical Piles Installed in Golestan Loess9
The Performance Evaluation of Porous Asphalt Mixtures Reinforced by Fibers8
Effect of Geometrical Properties on Mechanical Behavior of Cantilever Pile Walls (CPW): Centrifuge Tests8
Integrated Framework Towards Construction Waste Reduction: The Case of Egypt8
Role of Grouped Piles on Flow Characteristics Around Impermeable Spur Dike8
Experimental and Numerical Investigation of Sodium- and Potassium-Based Alkali Activator on the Mechanical Properties of Geopolymer-Mortars Using Lebanese Kaolin8
An Analytical Model to Study the Behavior of Non-connected Piled Rafts with Granular Cushion Subjected to Vertical Load8
Feasibility of Using Recycled Burnt Clay Brick Waste in Cement-Based Mortar: Mechanical Properties, Durability, and Residual Strength After Exposure to Elevated Temperatures8
Bond Behavior Between High-Strength Recycled Aggregate Concrete and UHSSB Using Beam Test7
Prediction of Long-Term Prestress Loss in Prestressed Concrete Beam with Corrugated Steel Web7
Numerical Analysis of Piled Raft Foundations Designed for Settlement Control on Steel Grain Silos in Collapsible Soils7
Experimental Study on Flow Characteristics and Energy Reduction Around a Hybrid Dike7
Optimization and Trajectory Analysis of Drone’s Flying and Environmental Variables for 3D Modelling the Construction Progress Monitoring7
In-Plane Shear-Wall Configuration Effects on the Seismic Performance of Symmetrical Multistory Reinforced-Concrete Buildings7
Static Shape and Stress Control of Trusses with Optimum Time, Actuators and Actuation7
An Innovative Tuned Liquid Damper for Vibration Mitigation of Structures7
Experimental Evaluation of Dynamic Characteristics of Firouzkooh Sand Using Cyclic Triaxial and Bender Element Tests7
Centrifuge Modelling of Monopiles in Calcareous Sand Subjected to Cyclic Lateral Loading7
Experimental Evaluation of Vertical Shaft Efficiency in Vortex Flow Energy Dissipation6
Pre-Event Assessment of Seismic Resilience Index for Typical Iranian Buildings via a Web-Based Tool6
Long-term Durability of Bitumen Modified Sulfur Polymer Concrete Under Freeze–Thaw Cycles6
Experimental and Numerical Study of Seismic Behavior of Shallow Strip Foundation Near Sandy Slope6
Three-Dimensional Stochastic Train-Bridge Coupling Dynamics Under Aftershocks6
Fatigue Life Assessment of Suspenders in Tied-Arch Bridges Under Random Traffic Loads and Environmental Corrosion6
On Seismic Response Reduction of Adjacent Frame: Emphasis on the Different Characteristics of Earthquakes5
Mitigation of Vibrations Caused by Dynamic Compaction Considering Soil Nonlinearity5
Structural Responses of a Tunnel Lining Due to an Adjacent Loaded Pile5
Comparative Study of Porous Recycled Concrete Aggregates Treated with Pozzolanic Slurry or Carbonation and Resulting Recycled Concrete Properties5
Using Machine Learning to Predict the Seismic Response of an SDOF RC Structure with Superelastic Dampers5
Dynamic Response of the Mechanically Stabilized Earth Walls with Different Reinforcement and Backfill Conditions5
Influence of Transverse and Longitudinal Members of Coated Polyester-Yarn Geogrid on Pullout Response Under Low Normal Stress5
Experimental Study to Evaluate the Effectiveness of the Variation in Crown Portion of a Tree on the Flow Properties Considering the Finite Length Forest5
Improving the Characteristics of a Lean Clay by Electrokinetic Treatment5
General Solution for Active Earth Pressure on Rigid Walls Under Strip Surcharge on Retained Soils Using Variational Method5
Physical and Numerical Modeling of Clayey Slopes Reinforced with Roots5
Investigating the Effective Laboratory Parameters on the Stiffness Modulus and Fatigue Cracking of Warm Mix Asphalt5
The Effect of Long-Term Aging on Low-Temperature Cracking of Asphalt Concrete Using Mechanical and Thermodynamic Methods5
Simulation of Reinforced Concrete Columns Strengthened with CFRP Wraps5
Engineering Properties of Cemented Paste Backfill with Full-Range Water-Reducing Admixture5
Transverse Connection Performance of Prefabricated PC Box Girder Bridge with Transverse Prestress5
Reliability Analysis of Prestressed Concrete Bridges in Mexico: Assessment and Live Load Factors Proposal5
Shear Behavior of U-Shaped Steel–Concrete Composite Beams with Positive and Negative Loading5
Experimental Investigation and Numerical Verification on Diffusion of Permeable Polymers in Sandy Soils with Considering Grouting Parameters5
Discharge Characteristics of Piano Key Weirs with and Without Upstream Siltation5
Effect of Phytoremediation on Compression Characteristics of Silty Clayey Sand Contaminated with Crude Oil5
A Practice-Based Approach to Diagnose Pavement Roughness Problems5
Performance Evaluation of Carbon Nanotubes as a Binder Modifier for Asphalt Mixtures5
Experimental and Finite Element Analysis of Shear Behavior of Prestressed High-Strength Concrete Piles5
Turbulent Characteristics at Interface of Partly Vegetated Alluvial Channel5
Strengthening Reinforced Concrete Beams with Carbon Fiber Laminate Mounted in a U-Shape for Static and Vibration Purposes4
A Study on Seismic Behaviors of Earth-Filled Embankment with Intact and Deteriorated Core Using Centrifuge Model Tests4
Learn Curve for Precast Component Productivity in Construction4
Improving the Durability Properties of Self-Consolidating Concrete made with Recycled Concrete Aggregates using Blended Cements4
Experimental and Numerical Study on the Bearing Behaviour of Confined Concrete Arch for a Traffic Tunnel4
Centrifuge and Numerical Modeling of Tunnel Responses Induced by Single Bored Piles Under Loading in Clay4
An Experimental and Numerical Study on Continuous RC Deep Beams Strengthened with CFRP Strips4
Investigating the Mechanical Responses and Construction Optimization for Shallow Super-Large Span Tunnels in Weathered Tuff Stratum Based on Field Monitoring and Flac3D Modeling4
Push-Out Test on Low-Density Concrete Filled Stiffened Steel Tubular Columns4
Stabilization of Expansive Clayey Soil Through Hydrogel for Mechanical Improvements4
Coupling Behavior of Autogenous and Autonomous Self-Healing Techniques for Durable Concrete4
Reliability-Based Moment Capacity Assessment of Reinforced Concrete Beams in Fire4
Flow Field Measurements Around Isolated, Staggered, and Tandem Piers on a Rigid Bed Channel4
Experimental and Numerical Dynamic Properties of Two Timber Footbridges Including Seasonal Effects4
Laboratory Study on Dynamic Properties of Municipal Solid Waste in Saravan Landfill, Iran4
Factors Affecting Kinetics and Gel Composition of Alkali–Silica Reaction in Alkali-Activated Slag Mortars4
Case Study on the Interaction Between Rectangular Pipe Jacking Control and Ground Settlement in Silty Clay4
A Flexible Three-Module Rock Shed for Rockfall Protection: Design and Full-Scale Experimental Investigation4
Analytical Identification of Failure Modes and Design-Oriented Formulations in Hybrid FRP/Steel Reinforced Concrete Beams4
Investigation of Lightweight and Green Concrete Characteristics Using Coconut Shell Aggregate as a Replacement for Conventional Aggregates4
Evaluation of the Bond Stress Transfer Mechanism in CFSTs4
Contribution of Glass Textile to the Shear Behavior of Concrete Beams Reinforced with GFRP Rebars4
Comparative Investigation on Structural Behaviors of Two-Side Clamped Thin Plates Made of Low-Yield Point Steel4
Experimental and Numerical Study of Braced Retaining Piles with Asymmetrical Excavation4
Experimental and Numerical Investigation of the Structural, Thermal and Acoustic Performance of Reinforced Concrete Slabs with Balls for a Cleaner Environment4
Shear Strength of Light-Weight Reinforced Concrete Beams with Continuous Rectangular Spiral Reinforcement4
Experimental Study On Shear Performance of Steel–Concrete Composite Bolted Connectors in Precast Concrete Shear Walls4
Seismic Subsidence of Soft Subgrade with Considering Principal Stress Rotation4
Verification Test of Restoration Effect of Offshore Concrete Structure Using Permanent Formwork Panels and Underwater Inseparable Mortar3
Comparing Cost Performance of Project Delivery Methods Using Quantifiable RFIs: Cases in California Heavy Civil Construction Projects3
Simulating Effect of Potassium Carbonate on Quantity and Quality of Municipal Solid Waste Leachate3
Full-Scale Experimental Study on the Effect of Ground Surcharge on the Stress and Deformation of Shield Tunnels3
Nonlinear Seismic Response of SV Wave Incident Angle and Direction to Concrete Gravity Dam3
Damage Identification in Long-Span Cable-Stayed Bridges Under Multiple Support Excitations3
Experimental and Analytical Investigation of the Effects of Anchor Types and Strip Shapes on Shear-Deficient Reinforced Concrete Beams Strengthened with TRM Versus FRP3
Partial to Full Composite Action in Steel–Concrete Sandwich Beams: Development of a Modeling Strategy and Comparison to Standards3
Experimental and Numerical Parametric Study of the Mechanical Properties in a Steel–Concrete Joint Section3
Experimental and Numerical Evaluation of GFRP-Reinforced Concrete Beams Under Consecutive Low-Velocity Impact Loading3
Experimental Study on Strengthening of Corroded RC Beams with High-Performance Steel Fiber Mortar and Normal Reinforcements3
Liquefaction Mitigation of Medium-to-Fine Sands with Microbial Gas Under Cyclic Triaxial Loading3
Dissecting the Robustness of the Rock Mass Classification Methods Used in Jiaozhou Bay Subsea Tunnel3
Large Scale Direct Shear Experiments to Study Monotonic and Cyclic Behavior of Sand Treated By Polyethylene Terephthalate Strips3
Effects of the Design Configuration on the Performance of Compartmental Particle Dampers3
A Study on Behavioral Characteristics of Core-Based Dam Subjected to Variable Water Level Fluctuation Rates3
A Comparative Study on Pre- and Post-Earthquake Progressive Collapse Resistance of 2D and 3D Steel Structures3
A Procedure to Estimate the Installation Torque of Multi-helix Piles in Clayey Sand Using SPT Data3
Introduction of Plastic Block Method in the Upper Bound Limit Analysis of Soil Stability Problems3
Effect of Natural Pozzolana on the Unconsolidated Undrained Shear Strength of a Lime-Stabilized Clay Soil3
Effect of Heating Level on the Contribution of CFRP Bars in the Axial Load-carrying Capacity of RC Columns3
Experimental Study of the Hydraulic Performance of D-Type Triangular Piano Key Weirs3
Experimental and Simulation Study on Dynamic Properties of Two Historical Soils in Italy3
Analysis of Coupled Site and Soil–Structure Interaction Effects on the Seismic Response of Multistory Buildings According to EC-8 and ASCE7-16 Code Provisions3
The Mechanical and Microstructural Properties of Artificially Frozen Sawdust–Ice Mixture (Pykrete) and Its Usability as a Retaining Structure3
CFD Evaluation of Regular and Irregular Breaking Waves on Elevated Coastal Buildings3
Bonding and Aging Behavior of Silicone Foam Sealant for Small Movement Bridge Joints3
Experimental and Numerical Investigation of Lateral Loaded Flexible Hybrid Piles in Sand3
Characteristics of Bituminous Binders Modified with Waste Oils: Physical, Chemical, and Rheological Properties3
Case Study: Influence of Artificial Mountain Construction with Isolation Piles on Underpass Tunnels3
Influence of Infill Walls on Resilience Index of RC Schools Using the BIM Analysis and FEMA P-58 Methodology3
An Experimental Approach for Characterisation of Concrete Damage Using the Wheatstone Bridge Circuit3
Seismic response of multi-span continuous irregular bridges using displacement-based and conventional force-based methods3
Structural Performance of Cold-formed Steel Face-to-face and Back-to-back Beams3
Numerical Investigation of the Vibration Performance of Elastically Supported Bridges Under a Moving Vehicle Load Based on Impact Factor3
Pro-environmental Attitude and Adherence to a Travel Mode in an Integrated Choice and Latent Variable (ICLV) Model: Results from a Revealed Preference Survey3
Numerical and Experimental Investigations of Interference Effect of Adjacent Buildings on Sand and Fill Deposits3
Reinforced Concrete Beams with Hexagonal Chicken Wire Under Monotonic and Cyclic Loading3
Varying Profiles of CFRP Ropes for Strengthening Concrete Beams3
An Assessment of Transforming a City into a Construction Sector Metabolism via Industrial Symbiosis Implementations3
Experimental Study on Pipe Strength and Field Performance of Pipe Jacking TBM in Deep-Buried Coal Mines3
Study on the Turbulent Flow Behavior of Inland Inundating Tsunami Current Through Vertically Layered Vegetation3
A Fuzzy Multidimensional Risk Assessment Method for Sewer Asset Management3
Experimental Study of High-Thermal Conductivity SiC Concrete Energy Piles3
Development of Seismic Fragility Functions for Typical Iranian Multi-Span RC Bridges with Deficient Cap Beam–Column Joints3
Strain/Stress Self-Sensing Precast-Box Culvert: Smart Element Design, and Experimental Verification3
Finite Element Analysis of Reinforced Concrete Single-Column Bridge Bent with Flexural Failure Under Near-Fault Ground Motion3
Fabrication of Novel Geopolymer Grout as Repairing Material for Application in Damaged RC Beams3
Prediction of Frost Heaving Stress in Saturated Sandstone in Unidirectional Freezing Conditions3
Experimental Research and Theoretical Analysis of Mechanical Behavior of Torsional Metallic Damper3
Deformation Mechanism and Controlling Strategies of Leading Tunnel Induced by Close-Spaced Lagging EPBS Driving3
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