KSCE Journal of Civil Engineering

Papers
(The TQCC of KSCE Journal of Civil Engineering is 5. 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 2020-10-01 to 2024-10-01.)
ArticleCitations
Improvement of the Shearing Behaviour of Loess Using Recycled Straw Fiber Reinforcement90
Modified Whale Optimization Algorithm Based on Tent Chaotic Mapping and Its Application in Structural Optimization71
Prediction of Catenary Action Capacity of RC Beam-Column Substructures under a Missing Column Scenario Using Evolutionary Algorithm52
A Comparative Study on Prediction of Monthly Streamflow Using Hybrid ANFIS-PSO Approaches46
Triaxial Shear Behavior of Basalt Fiber-Reinforced Loess Based on Digital Image Technology41
Influence of Tunnel Excavation on the Stability of a Bedded Rock Slope: A Case Study on the Mountainous Area in Southern Anhui, China37
Sustainable Utilization of Powdered Glass to Improve the Mechanical Behavior of Fat Clay36
Flood Hazard Rating Prediction for Urban Areas Using Random Forest and LSTM33
Experimental Study on Endurance Performance of Lime and Cement-Treated Cohesive Soil32
Static and Dynamic Behaviors of Basalt Fiber Reinforced Cement-Soil after Freeze-Thaw Cycle32
Mechanical Property and Microstructure of Fly Ash-Based Geopolymer Activated by Sodium Silicate31
The Use of GA and PSO in Evaluating the Shear Strength of Steel Fiber Reinforced Concrete Beams31
Advanced Stability Analysis of the Tunnels in Jointed Rock Mass Based on TSP and DEM29
Mechanical Properties and Damage Characteristics of Coal-Rock Combination with Different Dip Angles29
Optimization of Construction Material Cost through Logistics Planning Model of Dragonfly Algorithm — Particle Swarm Optimization28
Experimental Study on Mechanical Properties of Cement-Stabilized Soil Blended with Crushed Stone Waste26
Deep Learning-Based Real-Time Crack Segmentation for Pavement Images26
Agent-Based Simulation for Pedestrian Evacuation Behaviour Using the Affordance Concept25
Mechanical Properties and Microstructure of PVA Fiber Reinforced Cemented Soil25
Impact of Defects in Steel-Concrete Interface on the Corrosion-Induced Cracking Propagation of the Reinforced Concrete24
Compressive Strength, Hydration and Pore Structure of Alkali-Activated Slag Mortars Integrating with Recycled Concrete Powder as Binders23
Study on Properties of Expansive Soil Improved by Steel Slag Powder and Cement under Freeze-Thaw Cycles23
Locally Resonant Periodic Wave Barriers for Vibration Isolation in Subway Engineering23
Cross-scale Study on the Mechanical Properties and Frost Resistance Durability of Aeolian Sand Concrete23
Wall Displacement and Ground-Surface Settlement Caused by Pit-in-Pit Foundation Pit in Soft Clays21
Relationship between Invert-Filling Disengaging and Deformation of Shield Tunnel Using Staggered Assembled Segment20
Influence of Wet-Dry Cycles on Uniaxial Compression Behavior of Fissured Loess Disturbed by Vibratory Loads20
Crack Detection Based on Generative Adversarial Networks and Deep Learning20
Strength and Mechanism of Carbonated Solidified Clay with Steel Slag Curing Agent20
Deformation and Stability Analysis of Embankment over Stone Column-Strengthened Soft Ground19
A BIM-Based Visual Warning Management System for Structural Health Monitoring Integrated with LSTM Network19
A BIM-Based Approach to Automated Prefabricated Building Construction Site Layout Planning19
Assessment of Steel Slag and Steel Fiber to Control Electromagnetic Shielding in High-Strength Concrete19
Predicting the Compressive Strength and the Effective Porosity of Pervious Concrete Using Machine Learning Methods18
Mechanical Properties and Microstructure of Lime-Treated Red Clay18
Study on Stress and Deformation of Bolt Joints of Shield Tunnel under Static and Seismic Action17
Stress-Release Law and Deformation Characteristics of Large-Span Tunnel Excavated with Semi Central Diaphragm Method17
A BIM Based Approach for Structural Health Monitoring of Bridges17
D-InSAR Monitoring Method of Mining Subsidence Based on Boltzmann and Its Application in Building Mining Damage Assessment16
A Review of Advances in Triaxial Tests: Instruments, Test Techniques and Prospects16
Blast-Resistance and Damage Evaluation of Concrete Gravity Dam Exposed to Underwater Explosion: Considering the Initial Stress Field16
Evaluation of Isfahan City Subsidence Rate Using InSAR and Artificial Intelligence16
Finite Element Model Updating for Improved Box Girder Bridges with Corrugated Steel Webs Using the Response Surface Method and Fmincon Algorithm16
A Markov Decision Process Workflow for Automating Interior Design16
Investigation on Strain Characteristics and Fatigue Constitutive Model of Limestone under Osmotic Pressure and Cyclic Disturbance Coupling16
Numerical and Experimental Studies on the Effects of the TBM Cutter Profile on Rock Cutting16
An Experimental Investigation on Geopolymer Concrete Utilising Micronized Biomass Silica and GGBS15
DPIM-Based InSAR Phase Unwrapping Model and a 3D Mining-Induced Surface Deformation Extracting Method: A Case of Huainan Mining Area15
Assessment of Microbial Induced Calcite Precipitation (MICP) in Fine Sand Using Native Microbes under Both Aerobic and Anaerobic Conditions15
Unascertained Measure-Set Pair Analysis Model of Collapse Risk Evaluation in Mountain Tunnels and Its Engineering Application15
Soil Conditioning Tests on Sandy and Cobbly Soil for Shield Tunneling15
Scheduling Optimization of Prefabricated Buildings under Resource Constraints15
Experimental Study on GFRP Strips Strengthened New Two Stage Concrete Slabs under Falling Mass Collisions15
An Integrated Evaluation Method for the Grouting Effect in Karst Areas15
Experimental Investigation on Tensile Strength of Jurassic Red-Bed Sandstone under the Conditions of Water Pressures and Wet-Dry Cycles15
Consolidation of Unsaturated Drainage Well Foundation with Smear Effect under Time-Dependent Loading15
Interface Mechanical Properties and Damage Behavior of CRTS II Slab Track considering Differential Subgrade Settlement15
Replicability of Annual and Seasonal Precipitation by CMIP5 and CMIP6 GCMs over East Asia15
Evolution of Tensile Properties of Compacted Red Clay under Wet and Dry Cycles14
Evolution of the Transient Saturated Zone and Stability Analysis of Slopes under Rainfall Conditions14
Abnormal Precursory Information Analysis of the Infrared Radiation Temperature (IRT) before Sandstone Failure14
Effects of Nano-Silica Particle Size on Fresh State Properties of Cement Paste14
Engineering and Microstructural Properties of Alluvium Clay Stabilized with Portland Cement and Coal Bottom Ash for Sustainable Future14
Development of a PCA-Based Vulnerability and Copula-Based Hazard Analysis for Assessing Regional Drought Risk14
Physio-Chemical Properties, Consolidation, and Stabilization of Tropical Peat Soil Using Traditional Soil Additives — A State of the Art Literature Review14
Analysis of the Tire-Pavement Contact Stress Characteristics during Vehicle Maneuvering14
Pipe-Soil Interaction and Sensitivity Study of Large-Diameter Buried Steel Pipes14
A Dynamic Control Method for Cavs Platoon Based on the MPC Framework and Safety Potential Field Model14
Triaxial Mechanical Characteristics and Microscopic Mechanism of Graphene-Modified Cement Stabilized Expansive Soil14
Evaluation of Tunnel Face Stability Subjected to Seismic Load Based on the Non-associated Flow Rule14
Effects of Wheel-Rail Impact on the Fatigue Performance of Fastening Clips in Rail Joint Area of High-Speed Railway14
Structural Deformation of Existing Horseshoe-Shaped Tunnels by Shield Overcrossing14
Experimental Study on the Strength Failure Characteristics of Columnar Jointed Rock Masses under Three-Dimensional Stress14
Soil Layer Disturbance Caused by Pipe Jacking: Measurement and Simulation of a Case Study14
A Study of the Dynamic Characteristics of Red Sandstone Residual Soils Based on SHPB Tests14
Mechanical Properties and Microstructure of Polypropylene Fiber Reinforced Cement Mortar Soil14
A PSO-ANN Intelligent Hybrid Model to Predict the Compressive Strength of Limestone Fillers Roller Compacted Concrete (RCC) to Build Dams13
Effects of Grain Shape on Mechanical Behavior of Granular Materials Using DEM Analysis13
Analysis and Prediction of Regional Land Subsidence with InSAR Technology and Machine Learning Algorithm13
Nonlinear Buckling Strength of Steel H-Beam under Localized Fire and Pure Bending13
Detection of RC Spalling Damage and Quantification of Its Key Properties from 3D Point Cloud13
Reliability Analysis of Seismic Stability of Shield Tunnel Face under Multiple Correlated Failure Modes13
Strength and Deformation Characteristics of Calcareous Sands Improved by PFA13
Impact of Safety Worker Behavior and Safety Climate as Mediator and Safety Training as Moderator on Safety Performance in Construction Firms in Nepal13
Research on the Formulation and Properties of a High-Performance Geopolymer Grouting Material Based on Slag and Fly Ash13
Experimental Study on the Damage Characteristics and Fracture Behaviour of Rock-like Materials with Weak Interlayer Zones12
Improving Artificial Neural Network Based Streamflow Forecasting Models through Data Preprocessing12
Transverse Flexural Behaviour of Steel-Engineering Cementitious Composites (ECC) Composite Deck under Negative and Positive Bending Forces12
Developing an Integrated BIM+GIS Web-Based Platform for a Mega Construction Project12
Tree-Based Ensemble Methods: Predicting Asphalt Mixture Dynamic Modulus for Flexible Pavement Design12
A 3D Thermal Field Restructuring Method for Concrete Dams Based on Real-Time Temperature Monitoring12
Study on the Stability of Accumulated Layer Landslide under the Coupling Action of Earthquake and Rainfall12
Integrating the Norm Activation Model (NAM) Theory in Explaining Factors Affecting Drivers’ Speeding Behaviour in Lahore12
Optimization of Sand-Bentonite Mixture for the Stable Engineered Barriers using Desirability Optimization Methodology: A Macro-Micro-Evaluation12
A Novel Approach for the Synthesis of Eco-friendly Geopolymer Ternary Blended Mortar with GGBS, Sugarcane Bagasse Ash, and Sewage Sludge Ash under Ambient Curing Conditions12
Push-Out Behavior of Short Headed Stud Connectors in Steel-Ultra High Performance Concrete Composite Deck12
Implementation of BIM + WebGIS Based on Extended IFC and Batched 3D Tiles Data: An Application in RCC Gravity Dam for Republication of Design Change Model12
Face Stability Analysis of Slurry Shield Tunnels in Rock-Soil Interface Mixed Ground12
Frost Damage Improvement for Railway Subgrade Based on Ground Temperature Control in Cold Regions11
Examination of Interface Asperity and Particle Shape on the Mechanical Behavior of Soil-Structure Interfaces Using 3D Printed Models11
Exploring the Factors Affecting Streamflow Conditions in the Han River Basin from a Regional Perspective11
Numerical Study of the Effect of Grout Material Properties on Ground Deformation during Shallow TBM Tunneling11
Analytical Performance and Design of CECFST Column Assembled to PEC Beam Joint11
Four-Stage Framework for Implementing a Chatbot System in Disaster Emergency Operation Data Management: A Flood Disaster Management Case Study11
Random Field Model of Corroded Steel Plate Surface in Neutral Salt Spray Environment11
Experimental Study on Internal and External Salt Attack from Seawater and Sea-Sand to Mortars11
Effect of Viscoelastic Deformation for CA Mortar on Mechanical Responses of Track Structures11
Calculation Method of Underground Passage Excavation on Interactive Effects among Pipe-Roof, Steel Bracing and Foundation Soil11
Aetiology and Progression of Construction Disputes towards a Predictive Model11
Correlation Study between Seismic Intensity Measures and Nonlinear Response of Arch Dam via Endurance Time Analysis11
Impact of Combined Alignments and Different Weather Conditions on Vehicle Rollovers11
Effect of Hydration Process on Properties and Microstructure of Coal Gangue Admixture Concrete11
Soil Arch Evolution Characteristics and Parametric Analysis of Slope Anchored Anti-slide Pile11
A Hybrid Fuzzy Risk Assessment Framework for Determining Building Demolition Safety Index11
Empirically Based Rainfall Threshold for Landslides Occurrence in Peninsular Malaysia11
One-Class Convolutional Neural Network (OC-CNN) Model for Rapid Bridge Damage Detection Using Bridge Response Data11
Study on Drilling Ground Collapse Induced by Groundwater Flow and Prevention Based on a Coupled CFD-DEM Method11
Dynamic Multi-objective Construction Site Layout Planning Based on BIM11
Determining Optimum Number of Gyrations for Porous Asphalt Mixtures Using Superpave Gyratory Compactor11
Effect of Microbial Biopolymers on Mechanical Properties of Bauxite Residue11
Investigating Influence of Metro Jet System Hydration Heat on Artificial Ground Freezing Using Numerical Analysis11
Maximizing Strength of CKD — Stabilized Expansive Clayey Soil Using Natural Zeolite11
Experimental Study on Lime-Treated Waste Soil Based on Water Transfer Mechanism11
Building Information Model and Optimization Algorithms for Supporting Campus Facility Maintenance Management: A Case Study of Maintaining Water Dispensers11
Effects of Reaction Conditions on EICP-Treated Desert Aeolian Sand11
Improving Soil-Water Characteristics and Pore Structure of Silty Soil Using Nano-aqueous Polymer Stabilisers10
Strength and Durability Evaluation of Multi-Binder Geopolymer Concrete in Ambient Condition10
Semi-Supervised Land Cover Classification of Remote Sensing Imagery Using CycleGAN and EfficientNet10
The Influence of Non-synchronous Excavation of Twin Curved Shield Tunnels10
A Study on Autonomous Intersection Management: Planning-Based Strategy Improved by Convolutional Neural Network10
Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils10
Investigation on Two-Step Simulation Modeling Method for Rock Breaking by TBM Disc Cutters Assisted with Laser10
Shear Behavior of Marlstone Containing Parallel Fissure under Normal Unloading10
Experimental Study on the Deterioration Mechanism of Sandstone under the Condition of Wet-Dry Cycles10
Intelligent Model for the Compressibility Prediction of Cement-Stabilized Dredged Soil Based on Random Forest Regression Algorithm10
Dynamic Response and Long-Term Settlement of a Compacted Loess Embankment under Moving Train Loading10
2D/3D Numerical Analyses of Corrosion Initiation in RC Structures Accounting Fluctuations of Chloride Ions by External Actions10
Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time10
A Portable Bender Element-Double Cone Penetration Testing Equipment for Measuring Stiffness and Shear Strength of In-Situ Soft Soil Deposits10
Review of Groundwater Analysis in Various Regions in Tamil Nadu, India10
Two Simplified Methods for Galloping of Iced Transmission Lines10
Shaking Table Model Test of Loess Tunnel Structure under Rainfall10
Active Earth Pressure of Narrow Backfill against Inverted T-Type Retaining Walls Rotating about the Heel10
Effect of Rail Irregularities and Rail Pad on Track Vibration and Noise10
Performance Evaluation of Asphalt Mixtures with 100% EAF and BOF Steel Slag Aggregates Using Laboratory Tests and Mechanistic Analyses10
Dynamic Characteristics Identification of an Arch Dam Model via the Phase-Based Video Processing10
Bond Strength Recovery of Tack Coat between Asphalt Concrete Surface and Roller-Compacted Concrete Base in Composite Pavements10
Influence of Sub-zero Temperatures on the Dynamic Behaviour of Foam Concrete with Sand10
Steel Slag/Precarbonated Steel Slag as a Partial Substitute for Portland Cement: Effect on the Mechanical Properties and Microstructure of Stabilized Soils10
Characteristics and Mitigation Measures of Floor Heave in Operational High-Speed Railway Tunnels10
Case Study on Rock Support Technology for Roadways Based on Characteristics of Plastic Area10
The Influence of Cultural Intelligence and Institutional Distance of Chinese and Korean Contractors on the Performance of International Construction Projects9
An Active Construction Dynamic Schedule Management Model: Using the Fuzzy Earned Value Management and BP Neural Network9
A Large-Strain Vacuum-Assisted Radial Consolidation Model for Dredged Sludge Considering Lateral Deformation9
Monitoring the Deterioration of Masonry Relics at a UNESCO World Heritage Site9
Cyclic Behavior of Sand under Traffic Loading with ‘Inclined’ Consolidation9
Model Test and Numerical Simulation Study on Bearing Characteristics of Pervious Concrete Pile Composite Foundation9
Small Tool Image Database and Object Detection Approach for Indoor Construction Site Safety9
Assessment of Temperature Evolution and Early-Age Thermal Cracking Risk in Segmental High-Strength Concrete Box Girder Diaphragms9
Analysis of Railroad Accident Prediction using Zero-truncated Negative Binomial Regression and Artificial Neural Network Model: A Case Study of National Railroad in South Korea9
Dynamic Mechanical Properties of Red Sandrock-Polypropylene Fiber Reinforced Concrete Composite under Impact Load9
Regional Tidal Modelling Using Tide Gauges and Satellite Altimetry Data in South-West Coast of Turkey9
Auto-calibration of HEC-HMS Model for Historic Flood Event under Rating Curve Uncertainty. Case Study: Allala Watershed, Algeria9
Corrosion Resistance and Compressive Strength of Cemented Soil Mixed with Nano-Silica in Simulated Seawater Environment9
A Simulation Sandbox to Compare Fixed-Route, Semi-flexible Transit, and On-demand Microtransit System Designs9
Theoretical Prediction Model for Surface Settlement Caused by the Excavation of New Tunnels Undercrossing Existing Tunnels Based on Modified Stochastic Medium Theory9
Sustainable Implementation of Glass Manufacturing Waste and Geogrids in the Improvement of Fine-Grained Soils9
A New Calculation Method for Tunneling-Caused Stratum Settlement9
Study on Permeation Grouting Rules for Loess and Method for Predicting Migration Radius9
The Usability of Clay/Pumice Mixtures Modified with Biopolymer as an Impermeable Liner9
Interaction and Treatment for Tunnels Orthogonally Traversing Large Bedrock Landslides9
Research on Seismic Performance of Fiber Concrete Lining Structure of Urban Shallow-Buried Rectangular Tunnel in Strong Earthquake Area9
Condition Assessment of Stay Cables via Cloud Evidence Fusion9
Structural Damage Identification Based on Improved Fruit Fly Optimization Algorithm9
SEMA: A Site Equipment Management Assistant for Construction Management9
Monitoring Analysis and Numerical Simulation of the Land Subsidence in Linear Engineering Areas9
Stability and Micro-mechanisms of Lignin-Improved Soil in a Drying-Wetting Environment9
Test for Influence of Socket Connection Structure on Dynamic Response of Prefabricated Pier under Vehicle Collision9
Investigations for Chemical Parameters Effect on Swelling Characteristics of Expansive Soils9
Estimation of Route Choice Behaviors of Bike-Sharing Users as First- and Last-mile Trips for Introduction of Mobility-as-a-Service (MaaS)9
Optimisation of a Slope-Stabilisation System Combining Gabion-Faced Geogrid-Reinforced Retaining Wall with Embedded Piles9
Application of UAV Photogrammetry to Slope-Displacement Measurement9
A Newly Developed State-of-the-Art Full-Scale Excavation Testing Apparatus for Tunnel Boring Machine (TBM)8
Blockchain-Based Automatic Tracking and Extracting Construction Document for Claim and Dispute Support8
Effect of Polyacrylamide on Rheological Properties of Underwater Non-dispersible Paste of Alkali-Activated Slag8
Model for the Identification and Classification of Partially Damaged and Vandalized Traffic Signs8
Normative Visual Patterns for Hazard Recognition: A Crisp-Set Qualitative Comparative Analysis Approach8
Investigation of the Dynamic Characteristics of Muck during EPB Shield Tunnelling in a Full Chamber Model Using a CFD Method8
Back-Calculation Method of Rock Mass Pressure in a Shallow-Buried Super Large-Span Tunnel Using Upper-Bench CD Method8
Disturbance Effect of Blasting Stress Wave on Crack of Rock Mass in Water-Coupled Blasting8
A Framework for Improving Object Recognition of Structural Components in Construction Site Photos Using Deep Learning Approaches8
Improvement of Soft Organic Clay Soil Using Vertical Drains8
Seismic Performance of a Subway Station-Tunnel Junction Structure: A Shaking Table Investigation and Numerical Analysis8
Interaction Analyses between Existing Pipeline and Quasi-Rectangular Tunneling in Clays8
Effect of Water Absorption and Loss Characteristics of Fine Aggregates on Aggregate-Asphalt Adhesion8
Study on the Relationship between Fractal Characteristics and Mechanical Properties of Tensile Fracture of Reinforced Concrete Structures8
Experimental Investigation of Flow Control Technology for Grouting and Blocking of Flowing Water in Karst Conduits8
Short-Term Holiday Travel Demand Prediction for Urban Tour Transportation: A Combined Model Based on STC-LSTM Deep Learning Approach8
Study of the Effects of Compaction and Split Grouting on the Structural Strengthening Characteristics of Weakly Cemented Argillaceous Rock Masses8
Theoretical Method of Chamber Pressure for EPB Shield Tunneling Under-Crossing Existing Metro Tunnels8
Design-Oriented Stress-Strain Model for FRP-Confined Lightweight Aggregate Concrete8
Seismic Analysis for Cross Transfer Subway Stations in Soft Soil Stratum8
High Efficiency Regeneration Performance of Exhausted Activated Carbon by Superheated Steam and Comparison with Conventional Chemical Regeneration Method8
Influences of Steel Fiber Content on Size Effect of the Fracture Energy of High-Strength Concrete8
Evaluation and Decomposition of Factors Responsible for Alteration in Streamflow in Lower Watersheds of the Han River Basin Using Different Budyko-Based Functions8
Analytical Study on the Transverse Internal Forces of Shield Tunnel Segments due to Adjacent Excavations in Soft Clays8
Low-Frequency Vibration Control of Metro Slab Track Based on Locally Resonant Theory8
Monitoring the Effects of Drought on Vegetation Cover and Ground Water Using MODIS Satellite Images and ANN8
Effect of Water Content on Dynamic Fracture Characteristic of Rock under Impacts8
Application of AI-Based Models for Flood Water Level Forecasting and Flood Risk Classification8
Compressive-Tensile Mechanics and Energy Consumptions of a Cementitious Composite with High Utilization of Steel Slag8
Prediction of Local Scour around Bridge Piers in the Cohesive Bed Using Support Vector Machines8
Dynamic Control Cycle Speed Limit Strategy for Improving Traffic Operation at Freeway Bottlenecks8
Assessment of Spatiotemporal Variability of Meteorological Droughts in Northern Iraq Using Satellite Rainfall Data8
Assessment of Construction Project Contractor Selection Success Factors considering Their Interconnections8
Experimental Study on the Monotonic and Cyclic Behavior of Carbonate Sand in the South China Sea8
Influence of Compaction Method and Effort on Electrical Resistivity and Volume Change of Cohesive Soils8
The Impact of Excess Pore Pressure on the Support Stability of a Shield When Tunnelling in Sand Stratum8
Influence of a Dominant Fault on the Deformation and Failure Mode of Anti-dip Layered Rock Slopes8
Layout Optimization of Stiffeners in Heavy-Duty Thin-Plate Box Grider8
Assessment of Risk Impact on Road Project Using Deep Neural Network8
System Analysis of Potential Accidents on Mountain Road Based on Rough Set and Quantitative Theory8
Direct Shear Characteristics of Enzymatically Cemented Sands8
Performance Analysis of Sulfate Pisha-Sandstone Cement Soil Based on the Grey Entropy Theory8
Factors Affecting Occurrence of Landslides Induced by the M7.8 April 2015, Nepal Earthquake8
A New Spatial Deformation Measurement Method Using 3D Reconstruction Technology during Pile Penetration7
Numerical and Experimental Study on Strain Rate Effect of Ordinary Concrete under Low Strain Rate7
One-Dimensional Consolidation Analysis of Saturated Soft Clay Based on Water Content Variation7
A GPU-Accelerated Hydrodynamic Model for Urban Rainstorm Inundation Simulation: A Case Study in China7
The Location Routing Problem of the Car-Sharing System with Autonomous Electric Vehicles7
Automated Geometric Imperfection Detection and Quantification of CFS Members from Point Clouds7
The Impact Force of Large Boulders with Irregular Shape in Flash Flood and Debris Flow7
Variations in Projections of Precipitations of CMIP6 Global Climate Models under SSP 2–45 and SSP 5–857
Performance Evaluation of Bias Correction Methods and Projection of Future Precipitation Changes Using Regional Climate Model over Thanjavur, Tamil Nadu, India7
Developing a Unified Framework for Data Sharing in the Smart Construction Using Text Analysis7
Study of Temperature Field Inhomogeneities in Parallel Wire Strand Sections under ISO834 Fire7
Influence of Colloidal Silica and Silica Fume on the Rheology and Mechanical Properties of High-Performance Shotcrete7
Fire-Induced Failure of Long-Term Service and Fresh Concrete Beams Subjected to Fire7
A Simplified Model for Crack Width Prediction of Flexural-Strengthened High Pre-Damaged Beams with CFRP Sheet7
Performance-Based Seismic Design of Corrugated Steel Plate Shear Walls7
Effect of Freeze-Thaw Cycles on Dynamic Characteristics of Undisturbed Silty Clay7
Micro-structural Evolution of Granite Residual Soil under External Loading Based on X-ray Micro-computed Tomography7
Auto-tuning SOS Algorithm for Two-Dimensional Orthogonal Cutting Optimization7
Sentinel-1 Persistent Scatterer Interferometric Synthetic Aperture Radar (PS-InSAR) for Long-Term Remote Monitoring of Ground Subsidence: A Case Study of a Port in Busan, South Korea7
Study of the Energy Dissipation over the Type-A Piano Key Weir7
The Synergistic Effects of Different Types of Hybridized Synthetic Fibers on Concrete Post-Crack Residual Strength7
Internal Communication Effectiveness Model for Construction Companies: A Case Study of the Korean Construction Industry7
Corrosion Cracking Process of Reinforced Concrete under the Coupled Effects of Chloride and Fatigue Loading7
Experimental Study on Breakage Characteristics and Energy Dissipation of the Crushed Rock Grains7
Simplified Method for Lateral Distribution Factor of the Live Load of Prefabricated Concrete Box-Girder Bridges with Transverse Post-tensioning7
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