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 2021-03-01 to 2025-03-01.)
ArticleCitations
Development of Seismic Fragility Functions for Typical Iranian Multi-Span RC Bridges with Deficient Cap Beam–Column Joints37
Centrifuge Modeling of Laterally Loaded Monopile During Different Liquefaction Phases31
Evaluation of Geotechnical Properties of Sediments of the Top Layer of Hypersaline Lakes: The Case of Lake Urmia22
Mechanical Behaviors and Numerical Simulation Investigation of Ice-Soil Interface21
Polar Coordinate Solution for Dynamic Response of Cylindrical Tunnels in Unsaturated Soils Under Internal Dynamic Loading21
Pre-Event Assessment of Seismic Resilience Index for Typical Iranian Buildings via a Web-Based Tool19
Influence of Infill Walls on Resilience Index of RC Schools Using the BIM Analysis and FEMA P-58 Methodology16
XFEM Investigation of Engineered Cementitious Composite in Reinforced and Plain Beam Based on Experimental Results16
Reliability Analysis of Soil Liquefaction Using Improved Hypercube Sampling (IHS) Method15
Centrifuge Modelling of Monopiles in Calcareous Sand Subjected to Cyclic Lateral Loading14
Influence of Low Silt Content on the Anisotropic Behaviour of Sand13
Experimental Study for the Geogrid-Reinforced Embankment with Clay Cover Under Static and Cyclic Loading13
Investigating the Factors Affecting the On-Street Parking Maneuver Time on Urban Roads13
Factors Influencing the Dynamic Shear Modulus and Damping Ratio of Granulated Rubber–Clay Mixtures in Xiong’an New Area13
Experimental and Numerical Dynamic Properties of Two Timber Footbridges Including Seasonal Effects12
Experimental Evaluation of the Effects of Structural Parameters, Installation Methods and Soil Density on the Micropile Bearing Capacity12
Numerical Investigation of Water Hammer due to Transient in Parallel Pumps11
A Supershallow Buried Large-Span Rectangular Pipe Jacking Tunnel Undercrossing an Expressway: Construction Method, Monitoring Results, and Numerical Simulation11
Feasibility of Using Recycled Burnt Clay Brick Waste in Cement-Based Mortar: Mechanical Properties, Durability, and Residual Strength After Exposure to Elevated Temperatures10
Numerical and Experimental Research on Diffusion Characteristic of Polymer Slurry in Narrow Slot at Constant Pressure10
Design Demands on Columns of Inverted-V Braced Steel Frames10
In Situ Measurement of Concrete Creep and Shrinkage in Ambient Subarctic Weather10
Effect of the Incorporation of Recycled Aggregate from Construction and Demolition Waste on the Mechanical Strength of Silty-Cement Soil10
Creep Effect on Time to Corrosion-Induced Cracking of Concrete Cover9
Optimal Content and Lifespan Prediction of Nanomaterials in Nano-modified Concrete9
On Seismic Response Reduction of Adjacent Frame: Emphasis on the Different Characteristics of Earthquakes9
Bending Stiffness of the Floor of the Assembled-Type Light Steel-Modular House9
Seismic Behavior of Concrete Columns with CRB735 High-Strength Steel Reinforcement9
Small-Strain Shear Modulus and Strength Characteristics of Clayey Soil Treated with Nano-SiO2 and Fly Ash8
Static Shape and Stress Control of Trusses with Optimum Time, Actuators and Actuation8
Liquefaction Mitigation of Medium-to-Fine Sands with Microbial Gas Under Cyclic Triaxial Loading8
Characteristics of Bituminous Binders Modified with Waste Oils: Physical, Chemical, and Rheological Properties8
Effects of Cyclic and Post-cyclic Loading on Lateral Response of Flexible Piles Embedded in Dry Sand8
Acceleration Amplification and Settlement Behaviors of Earth-Filled Embankments with Deteriorated Core during Seismic Waves8
Performance Evaluation and Modification Mechanism of Red Clay Treated with Lignosulfonate8
Dynamic Properties of Silty Sand Mixed with Rubber Particles for Medium Strain7
Centrifuge and Numerical Modeling of Tunnel Responses Induced by Single Bored Piles Under Loading in Clay7
A Fuzzy Multidimensional Risk Assessment Method for Sewer Asset Management7
Numerical Studies on the Performance Degradation of Headed Stud Shear Connectors in Composite Structures Under Freeze–Thaw Cycles7
Performance of the Improved Gusset Plate Slotted End Rectangular Hollow Sections Equipped with Thick-Walled Sections: Experimental and Numerical Investigation7
Prediction of Frost Heaving Stress in Saturated Sandstone in Unidirectional Freezing Conditions7
Amine-Functionalized Carbonate Mortars of CO2 Absorption for Carbon Neutrality and Enhanced Rebar Corrosion Resistance7
Experimental and Numerical Study of Braced Retaining Piles with Asymmetrical Excavation7
Influence of Wall Openings on Nonlinear Lateral Load Response of Reinforced Concrete Frames with Masonry Infills: A Finite Element Study7
Dynamic Development Law of Expansive Soil Cracks Under Environmental Influence7
Experimental Research on Bearing Behaviors of Cement Mortar-Expanded Precast Piles7
Flow Characteristics of a Sinuous Channel with Flexible Banks7
Bond Slip Effect of Composite Trough Beam with Corrugated Steel Web Wrapped with Steel Plate and its Influence on Displacement Under Different Loading Conditions6
Evaluation of Submergence Limit and Head Loss in Flow Measuring Flumes Using Flow-3D Predictive Modeling6
Finite Element Analysis of Reinforced Concrete Single-Column Bridge Bent with Flexural Failure Under Near-Fault Ground Motion6
Effect of Bio-enzyme on Strength and Microstructure of Banda Clay Soil, India6
Analysis of One-Dimensional Advection-Diffusion Problems Using Finite Element Methods with Spherical Hankel Shape Functions6
An Experimental Investigation of Flexural Performance of FRP Reinforced Concrete Slabs6
Modeling Suburban Freeway Travel Variability considering Connected and Autonomous Vehicles6
Development of an Inspection, Maintenance and Rehabilitation System for Bridge Infrastructures Using Integrated Building Information Modeling, Web Server and QR-Code Technologies: A Case Study of Sadr6
Experimental and Constitutive Modeling Investigations of the Mechanical Behaviors of a Gravelly Soil Material Under Large-Size Triaxial Cyclic Tests6
Electric Vehicle (EV) Market Penetration in Countries with Rising Motorization Rates6
In-Plane Cyclic Response of Reinforced Concrete Masonry Shear Wall with Large Cross-Section Core Columns6
Effect of Manufactured Sand Content on the Flexural Performance of Self-Compacting Lightweight Aggregate Concrete Beams5
Influence of Loading-Induced Cracks on the Service Life and CO2 Balance of RC Members Throughout Their Life Cycle5
In-Plane Shear Strengthening of Masonry Wallettes Using Ultra-High Performance Concrete Precast Plates5
Experimental Study on the Strengthening Effect of CFRP Sheets on Corrosion-Damaged, Eccentrically Loaded Reinforced Concrete Columns5
Monotonic and Cyclic Behaviors of Reinforced Recycled Aggregate Concrete Beams5
Enhancing Lateral Integrity of a Prestressed Concrete Box-Girder Bridge without Transverse Diaphragms: A Study on Strengthening Methods5
Experimental and Numerical Studies of the Failure Mode and Mechanical Performance of Helices in Screw Piles5
Adaptive Real Time Efficient Control Algorithm for Buildings Under Wind and Earthquake Forces5
Laboratory Investigation on Performance of Soil–Cement Columns Under Axisymmetric Condition5
Correction: An Efficient Slope Stability Algorithm with Physically Consistent Parametrisation of Slip Surfaces5
Frequency-Dependence of Dynamic Resilient Modulus of Subgrade Clay: Mechanism and Modeling5
Flexural and Shear Strengths of Structural Concrete Containing Plastic Wastes and Styrene–Butadiene Rubber Latex5
Weight Minimization of Truss Using Strain Energy Density and Genetic Algorithm for Single and Multiple Load Cases5
Data-Driven Performance Evaluation of A Concrete Slab Bridge Using Machine Learning5
Influences and Prediction of Compaction Degree and Dry-wet Cycles on the Water Holding Properties of Low Liquid Limit Clay5
Dependency of the Accidental Torsion Building Response on Both Live-to-Dead Load Ratio and Material Stiffness Variation5
Experimental Study to Evaluate the Effectiveness of the Variation in Crown Portion of a Tree on the Flow Properties Considering the Finite Length Forest5
Failure Mechanisms of a Shield Tunnel in Composite Strata Under Surface Surcharge: Physical Model Tests and Numerical Simulations5
Large Deformation Failure Characteristics and Control Measures for Squeezing Tunnels with Steeply Inclined and Layered Rock in Strong and Active Fault Zones: A Case Study5
Characterization and Optimization of Mechanical and Impact Properties of Steel Fiber Reinforced Recycled Concrete5
Bonding and Aging Behavior of Silicone Foam Sealant for Small Movement Bridge Joints5
Experimental and Numerical Evaluation of GFRP-Reinforced Concrete Beams Under Consecutive Low-Velocity Impact Loading5
Pull-out Bearing Capacity of Anchor Cables in Stone Columns: Field Experimental and Numerical Investigations5
Development of Fragility Curves for Tall Buildings with Tuned Liquid Dampers for Vibration Control Under Wind Loading5
Investigation of Underpass and Railway Track Settlements Induced by Shield Tunneling Through In Situ Test and 3D FEM Simulation5
Development of Torsional Strength Model for Steel Fiber Reinforced Concrete Beams with Transverse Reinforcement4
Analysis of the Mechanical Behaviour of an Innovative Removable Clamps-Based Connection System for Steel Square and Rectangular Profiles4
Using Retractable Baffle-Type Rectangular Pipe Jacking for the Construction of a Tunnel with a Large Cross-Section in a Complex Environment4
Collars for Scour Reduction Around Different Shapes of Bridge Piers in a 180° Sharp Bend4
Effect of Cone Diameter on Determination of Penetration Resistance Using a FCV4
Adoption of Asphalt Binder Performance Grades for Morocco Considering Climate Change4
Partial to Full Composite Action in Steel–Concrete Sandwich Beams: Development of a Modeling Strategy and Comparison to Standards4
The Mechanical and Microstructural Properties of Artificially Frozen Sawdust–Ice Mixture (Pykrete) and Its Usability as a Retaining Structure4
Damage Identification in Long-Span Cable-Stayed Bridges Under Multiple Support Excitations4
Correction to: Structural Performance of Biaxial Geogrid Reinforced Concrete Slab4
Estimating System Stiffness of Soil Nailing Wall for Deep Excavation in Clay4
Mechanical Properties of Steel Strand Cables Based on Zinc-5% Aluminium-Mixed Mischmetal Alloy-Coated Steel Wires Under Cyclic Loading–Unloading4
Investigation of Lightweight and Green Concrete Characteristics Using Coconut Shell Aggregate as a Replacement for Conventional Aggregates4
Analytical Model for Prediction of Tunnel Deformations in Soft Rocks Considering the Softening and Expansion Effects4
An Integrated Framework for Selecting the Optimum Project Delivery System in Post-conflict Construction Projects4
A 3D Elasto-plastic Constitutive Model for Clay Based on the Unified Hardening Model with Insights into the Coupling Effect of Small-Strain Stiffness and Over-Consolidation Ratio4
The Effect of Chloride Ions on the Resistance of Concretes Containing Aerogel Under Sodium Sulfate Attack4
Influence of the Temporal and Spatial Variability of Rainfall on the Sizing of Tanks for Rainwater Harvesting in Brazil: A Multivariate Analysis4
The 2023 Turkey–Syria Earthquake Sequence: Ground-Motion and Local Site-Effect Analyses for Kahramanmaras City4
Contribution of Glass Textile to the Shear Behavior of Concrete Beams Reinforced with GFRP Rebars4
Experimental Study of a Single-Layer Free-Form Envelope Node Under Axial Loadings4
Transverse Connection Performance of Prefabricated PC Box Girder Bridge with Transverse Prestress4
Turbulent Characteristics at Interface of Partly Vegetated Alluvial Channel4
Experimental and Numerical Analyses of Two Instrumented Large Diameter Drilled Shafts Under Bidirectional Static Loading Test4
Field Tests of the Horizontal Freezing Method for Shield Tunneling in Complex Sites4
Inelastic Seismic Demand of Steel-Plate Shear Wall Structures: Emphasis on the PTD Effect4
Calculating the Nonlinear Stiffness and Ultimate Strength of Tube–Gusset Plate Joints in Circular Hollow Sections4
Experimental and Finite Element Analysis of Shear Behavior of Prestressed High-Strength Concrete Piles4
Experimental and Simulation Study on Dynamic Properties of Two Historical Soils in Italy4
Validation of a Numerical Model (Adytrack) Against Existing Simulation Tools and Field Measurements4
Effect of Heating Level on the Contribution of CFRP Bars in the Axial Load-carrying Capacity of RC Columns4
In-Plane Shear-Wall Configuration Effects on the Seismic Performance of Symmetrical Multistory Reinforced-Concrete Buildings4
Analytical and Numerical Solutions for the Effect of Seepage on the Bearing Capacity of Rock Masses3
Using Random Undersampling Boosting Classifier to Estimate Mode Shift Response to Bus Local Network Expansion and Bus Rapid Transit Services3
Experimental Studies in Ultrasonic Pulse Velocity of Roller Compacted Concrete Containing Ground Granulated Blast Furnace Slag in Cold Region3
Experimental Investigation of Soil Disturbance Effect on Bearing Capacity of Organic Soil3
Cyclic Loading Test of Phase Change Material (PCM)-Infilled Buckling-Restrained Brace3
Structural Performance of Biaxial Geogrid Reinforced Concrete Slab3
Investigation of the Protection Efficiency of Repair Mortar Against Chloride Corrosion in Repaired Zones of Reinforced Concrete3
Quantifying Young's Modulus of Mudstone after Water Immersion: Insights from the Mechanical Properties of Micro-Mineral Compositions3
Role of Grouped Piles on Flow Characteristics Around Impermeable Spur Dike3
Analysis of Large-Scale In Situ Shear Tests of Sandy Gravel with Cobbles3
Structural Health Monitoring and Mathematical Modelling of a Site-Specific Concrete Bridge Under Moving Two-Axle Vehicles3
Yielding Behavior of Natural Clay Considering Stress History Subjected to K0-Consolidation3
Experimental Study on Pipe Strength and Field Performance of Pipe Jacking TBM in Deep-Buried Coal Mines3
Finding Particle Size Distribution from Soil Images Using Circular Hough Transform3
Experimental Evaluation of Dynamic Characteristics of Firouzkooh Sand Using Cyclic Triaxial and Bender Element Tests3
Shear Strength of Reinforced Mortar Beams Containing Polyvinyl Alcohol Fibre (PVA)3
Influence of the Mortar Bedding in Compressive Strength of Masonry Wallets made of Brazilian Concrete Blocks3
Concrete Structures and Their Impacts on Climate Change and Water and Raw Material Resource Depletion3
Observation of Pier Inclination Caused by Scouring Phenomenon of Foundation Ground Using a Large-Scale Open Channel and Development of Its Monitoring System3
Seismic Subsidence of Soft Subgrade with Considering Principal Stress Rotation3
Comparative Analysis on Mechanical Performance of Treated and Untreated Natural Fiber-Reinforced Sandy Soils Integrating PSD Effect3
An Evaluation on the Thermal Conductivity of Soil: Effect of Density, Water Content and Calcium Concentration3
Correction to: Evaluation of Geotechnical Properties of Sediments of the Top Layer of Hypersaline Lakes: The Case of Lake Urmia3
Porosity Effects on Folded-Plate Structures by Finite Strip Method and Rheological Dynamics3
Investigation of a Bridge Mechanical Response by a Joint Innovative Impulsive Energizer and a Wavelet Analysis3
Effect of Concrete Performance on Corrosion Behavior of Pre-Rusted Rebar in Reinforced Concrete3
Numerical Investigation of the Vibration Performance of Elastically Supported Bridges Under a Moving Vehicle Load Based on Impact Factor3
Engineering Properties of Cemented Paste Backfill with Full-Range Water-Reducing Admixture3
A Study on Seismic Behaviors of Earth-Filled Embankment with Intact and Deteriorated Core Using Centrifuge Model Tests3
Full-Scale Experimental Study on the Effect of Ground Surcharge on the Stress and Deformation of Shield Tunnels3
Varying Profiles of CFRP Ropes for Strengthening Concrete Beams3
A Method of Weathering Prevention for Ancient Stone Arch Bridges: A Case Study of the Putang Bridge, China3
Investigating the Seismic Performance of Disc Spring-Based Self-Centering Bracing System3
Experimental and Finite-Element Study on Performance of Infilled Frame of Multi-ribbed Composite Walls After Fire3
Numerical Investigation on the Fire Resistance of Partially Encased Steel Columns3
Correction to: An Innovative Tuned Liquid Damper for Vibration Mitigation of Structures3
Mean Texture Depth Estimation of Exposed Aggregate Concrete Pavement Surface Texture Based on Photogrammetry Technique3
Performance Evaluation of Carbon Nanotubes as a Binder Modifier for Asphalt Mixtures3
Analysis of Expansive Earth Pressure of Pile Foundation Under Repeated Immersion3
Influence of Waterproof and Drainage Layer Design Patterns on the Lining Water Pressure and Drainage Volume in Mountain Tunnels3
Performance Degradation of Corrugated Steel Webs and Concrete Flange T-PBL Connectors Under Fatigue Loading3
A Management System for Autonomous Shuttle Freight Train Service in Shared Railway Corridors3
Seismic Performance of Cold-Formed Thin-Walled Steel-Composite Shear Wall with Double-Layer Inclined Slots and Stiffeners3
Seismic Performance of the Corroded Reinforced Recycled Aggregate Concrete Columns3
Optimization and Trajectory Analysis of Drone’s Flying and Environmental Variables for 3D Modelling the Construction Progress Monitoring3
A Study on Protection Measure for Water Level Fluctuation and Overflow Conditions in Earth-filled Embankment by Centrifuge Model Tests3
Reliability-Based Moment Capacity Assessment of Reinforced Concrete Beams in Fire3
Experimental Study on Recycled Concrete and the Impact of Waste Manufacturing Metallic Fibers on its Mechanical Performance3
Evaluation of Ground Rhyolite and Metakaolin in View of Preventing Delayed Ettringite Formation in the Long Term3
Investigation of the Behavior of Steel Plate Shear Walls Considering Double Corrugated Low-Yield-Point Steel Infill Plate3
Effect of U-Type Floating Debris Accumulation at Sacrificial Piles on a Local Scour at Bridge Piers3
BIM-Based Safety Leading Indicators Measurement Tool for Construction Sites3
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