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 2021-06-01 to 2025-06-01.)
ArticleCitations
Comparative Evaluation: Passenger Satisfaction and Operation Efficiency of Different Even-Headway and Even-Load Public Transport Timetables94
Bi-objective Optimization for Resource-constrained Robust Construction Project Scheduling52
Adaptive Water Waste Processing Strategy at Floating Barriers using Computer Vision, Route Finding, and Monte Carlo Simulation46
Performance Assessment of InSAR-Based Vertical Displacement Monitoring of Sluices in Coastal Soft Soil Area41
Flow Field in a Sloped Channel with Damaged and Undamaged Piers: Numerical and Experimental Studies35
An Iterative Computing Method for Load Effect of Bidirectional Reinforced Embankment33
Evaluation of ultimate pile capacity based on non-failed load tests: a case study of piles in Bangkok subsoil33
Influence of Joint Stiffness and Roughness on Elastic Wave Propagation in Jointed Rock Masses32
Bearing characteristics of long enlarged head ultra-deep T-shaped bidirectional dry jet mixing column (TDM) improved ground32
Mechanical Behavior of Composite Shell Lining Structures Based on Cohesion Models31
A Shear Strength Prediction Theory for Box Girder Strengthened by External Vertical Prestressing Reinforcements30
Deformation Evolution Characteristics and Destabilization Mechanism of Locked Slope Excavation29
Study on the Bearing Characteristics of Different Shaped Mats on Cohesive Soil29
Quantitative Assessment of Post-Earthquake Consolidation Settlement of Clayey Soils Based on Consolidation Settlement Potential28
Analysis of Time Headway Characteristics at the Curbside Bus Stop on Multi-Lane Divided Urban Arterials under Mixed Traffic Conditions26
Riverbank Erosion and Vulnerability Assessment for the Alluvial Section of Barak River in North-East India by In-situ Approach26
Bending Performance Evaluation of Large Grain Hydraulic Asphalt Concrete Based on the Coefficient of Variation25
Disaster Mechanism and Frost Heave Effect of Railway Tunnel Induced by Drainage System Failure in High Latitude Cold Region25
Numerical Approach for Residual Strengths of Fiber-Reinforced Concrete Beams with Different Densities25
Investigation on the Optimal Mass Ratio of Tuned Viscous Mass Dampers under Near-Field and Far-Field Ground Motions24
The Feasibility Analysis of Recycled Aggregates from Construction and Demolition Waste for Permeable Pavement24
Experimental and Numerical Simulation Study on Mechanical Properties of Shallow Slope Root-soil Composite in Qinghai Area23
Study of Ground Vibration Caused by High-Speed Trains Through Bridges Based on Finite Element Model: Test Validation22
A Decision Approach for Analysing the Role of Modern Methods, Project Management and Integrated Approaches in Environmentally Sustainable Construction Projects22
Mitigation of Fugitive Gas Emissions from Landfill Using Biochar-Amended Soil Cover and Its Geotechnical Characterization22
Pullout Behavior of Suction Piles in Saturated Sand Subjected to Combined Vertical and Horizontal Loading – Centrifuge and Finite Element Analysis22
A Computational Model of Water Migration in a Closed System of Unsaturated Expansive Clay21
Tree-Based Ensemble Methods: Predicting Asphalt Mixture Dynamic Modulus for Flexible Pavement Design21
Reactive Procedure for Robust Project Scheduling under the Activity Disruptions21
Feasibility Analysis on the Support of Rock Slopes Against Flexural Toppling Failure Using the DDA Method-A Case Study20
The Modification and the Application of Ground Pressure Calculation Model for the Shallow Tunnels under Seismic Scenario19
Experimental Investigation on Aerodynamic Interference of Vehicles on Single-Level Rail-Cum-Road Bridge under Crosswinds19
Effect of Torsion on the Structural Response to Ground Movements19
RMIc-3.0 Program Development to Prioritize Concrete Pavement Sections for Large-scale Repair Works19
Investigation on the Tool-Rock Interaction Using an Extended Grain-Based Model19
Experiment study on seismic performance of steel braced strengthening straight tenon joint wooden structures18
Refractory Performance of the Axial Tensile Welded Hollow Spherical Joint18
Prediction Model for the Teeth Hob Cutter of Tunnel Boring Machines in High-content Quartzite Strata18
Experimental Study on the Properties of Phosphate-Based Materials for Rapid Repair of Concrete Cracks18
Motor Vehicles Forecasting in Kolhapur City Using Combined Grey Model18
Developing an Integrated BIM+GIS Web-Based Platform for a Mega Construction Project18
Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls18
Diameter Measurement of Jet-Grouting Column Using Geo-Electrical Probe: Construction and Field Testing18
Dynamic Analysis of Slab Track with Crack Considering Rail Corrugation18
A Review of Modeling Issues on the Seismic Soil-Pile-Structure Interaction17
Analysis of Undrained Shear Characteristics and Structural Damage of Granite Residual Soil17
Structure Optimization with Metaheuristic Algorithms and Analysis by Finite Element Method17
Identifying the Impact of Highway Accessibility on Manufacturing Firm Location in Korea17
Simulation and Optimization of Crash Performance of Movable Barrier at Median Strip17
Excavation load analysis and efficiency optimization of TBM by multi-disc cutter rotary rock-breaking17
Optimisation of a Slope-Stabilisation System Combining Gabion-Faced Geogrid-Reinforced Retaining Wall with Embedded Piles17
Quasi-static Cyclic Tests and Paramatric Analysis on the Seismic Performance of Partial Precast Bridge Columns16
Blast-Resistance and Damage Evaluation of Concrete Gravity Dam Exposed to Underwater Explosion: Considering the Initial Stress Field16
Stability Prediction of Surrounding Rock in Tunnel Crossing Fault Zone Based on Cusp Catastrophe Theory16
Responses of Buried Pipelines to Tunnelling Underneath Considering Effect of Gap Formation: An Analytical Approach16
Quantitative Characterization Method for Rock Surface Roughness with Different Scale Fluctuation16
Shaking Table Test on Composite Isolation System of High-speed Railway Station with Integrated Station-Bridge Structure16
Assessment of Construction Project Contractor Selection Success Factors considering Their Interconnections16
Enhancing Vibration-based Damage Assessment with 1D-CNN: Parametric Studies and Field Applications16
Strength Development and Erosive Deterioration of Solidified Soil Exposed to Salty Soil16
Experimental Investigation and Finite Element Analysis on Flexural Behavior of PVA Fiber-Reinforced Recycled Concrete Slabs16
Ultimate Bearing Capacity of Soft Soil Improved by DCM Columns: A Comparative Review16
Temporal-spatial prediction methods of TBM performance with evaluation of its transferring ability15
Experimental Study on Breakage Characteristics and Energy Dissipation of the Crushed Rock Grains15
Dynamic Mechanical Properties of Red Sandrock-Polypropylene Fiber Reinforced Concrete Composite under Impact Load15
Hybrid optimized algorithms for predicting punching shear strength in flat slabs considering failure modes15
Application of UAV Photogrammetry to Slope-Displacement Measurement15
Numerical Investigation of the Impact of Tunneling Parameters on the Mud Discharge Performance of Atmospheric Cutterhead15
Assessing Dynamic Responses of Micropiles with Different Casing Configurations using Shaking Table Tests15
Probabilistic safety assessment and prediction of shear capacity for corroded RC Columns based on ANN and MCS15
Research on Comparative of Multi-Surrogate Models to Optimize Complex Truss Structures15
An In-Depth Particle Model Study on the Mechanical Properties and Fracture Mechanisms of Composite Rock Containing Coplanar Fractures under Confining Pressure15
Velocity Distribution Upstream of Circular and Square Intakes14
Analysis of Fracture Surface Morphology and Study of Seepage Diffusion Characteristics14
Influence of Initial Moisture and Reactive MgO Content on Mechanical and Microstructural Characteristics of Carbonated Reactive Magnesia Treated Soft Clay14
Dominant Partitioning of Rock Masses Discontinuities Based on Information Entropy Selective Heterogeneous Ensemble14
Effects of Elevated Temperature and Activation Solution Content on Microstructural and Mechanical Properties of Fly Ash-based Geopolymer14
Analysis of Toe Formation in Stress-Concentration Zones on High Rock Slopes14
3DEC Numerical Analysis of Failure Characteristics for Tunnel in Stratified Rock Masses14
Applicability of Pressurized TiO2 Fixation Method to Existing Vertical Concrete Road Structures13
Efficiency Analysis of Filter-Based Calibration Technique to Improve Tunnel Measurement Reliability13
Statistical Analysis of the Vertical Temperature Gradient of the Web Plate of Steel Box Girder Bridges in Cold Regions13
Comparative Evaluation of Overland Flow Model Structures on an Impervious Experimental Watershed13
Mapping Risk Strategy of Social Stability Risk Considering Causal Relationships for Energy Infrastructure Projects13
Conducting Large-scale Model Experiments on Xanthan Gum Treated Clay as an Eco-friendly Approach to Soil Improvement13
Experimental Study on Characteristics of Filter Cake Formation in Slurry Shield Tunnelling Based on “Cutter-Soil” Interaction13
Spatial Redistribution of Race after Natural Hazards in U.S. Metropolitan Areas13
Delay Analysis Selection Model for a Construction Project13
Optimal Design of Failure Mode Control for Semi-rigid Steel Frame Based on Elitist Retained Genetic Algorithm13
Establishment of the Corner Correlation Method and Its Application in Rock Dynamic Test13
The Synergistic Effects of Different Types of Hybridized Synthetic Fibers on Concrete Post-Crack Residual Strength13
Prediction of the Amount of Soil Discharged by an Earth Pressure Balanced Shield Machine Based on Feature Engineering13
Simulation of landslide dam failure due to seepage erosion considering vertical soil particles distribution13
Assessment of Subsidence Hazard in Abandoned Mine Area Using Strength Reduction Method13
Experimental Study on the Bearing Behavior of Bolted and Grouted Broken Surrounding Rock of Deep Roadways in a Coal Mine13
Study on Permeation Grouting Rules for Loess and Method for Predicting Migration Radius13
Optimized Microcystis Prediction Model Using EFDC-NIER and LH-OAT Method13
Erratum to: Crack Detection of the Urban Underground Utility Tunnel Based on Residual Feature Pyramid Attention Network13
Predicting the Ultimate Load Capacity of Extradosed Cable-Stayed Bridges: A Novel Method13
An Analytical Model and Its Application in Reliability Analysis of Formation Failure during Hydrate Production in Deep-sea Areas13
Ground Motion Frequency Insensitivity of Bearing-Supported Pedestrian Bridge with Viscous Dampers13
Review on Environmentally-Friendly Vehicle Charging Station Location and Size Problems13
Rank-Dependent Expected Utility Game Analysis of Public-Private Partnership Project Operation Supervision Considering the Influence of Emotion13
Influence of Limestone Powder and Fly Ash on the Freezing and Thawing Resistance of Roller-Compacted Concrete12
Influence of pavement-texture condition on tire-pavement interaction noise12
Study on the Tensile Properties and Application of Gravelly Soil Reinforced by Polypropylene Fiber12
Evaluation of the Virtual Fixed-Point Method for Seismic Design of Pile-Supported Structures12
Railway Bridge Management System Based on Visual Inspections with Semi-Markov Continuous Time Process12
Deformation Characteristics and Constitutive Model of Construction and Demolition Waste Stabilized with Alkali-Activated Fly Ash12
Study on the Effect of Carbonation on the Mechanical Properties of Lime Modified Waste Clay12
Optimal design of shear wall sections considering different stress-strain relationships of steel according to Eurocode 212
Improved Sine-cosine Algorithm for the Optimization Design of Truss Structures12
Numerical Study on Shear Behavior of Geocell-reinforced Layer Based on Large-scale Direct Shear Tests12
Vibrational Energy Properties of Twin-Block Ballastless Track with Anti-vibration Structure on Bridge by Power Flow Analysis12
A Strength Criterion for Deep Rock with Stochastic Fractures via DEM Simulations12
Seismic Dynamic Earth Pressure Analysis of Frame-Anchor Slope Supporting Structure Considering Prestress12
Research on Enhancing the Corrosion Resistance of Concrete in a MgSO4 Corrosive Environment Using CTF Synergist12
Replicability of Annual and Seasonal Precipitation by CMIP5 and CMIP6 GCMs over East Asia12
A Multi-objective Dynamic Optimization Approach to Project Schedule Management: A Case Study of a Gas Field Construction12
Experimental and Numerical Investigation of Load Sharing Ratio for Piled Raft Foundation in Granular Soils12
Failure Mechanism of Anchored Roadway Surrounding Rocks under Near-Field Dynamic Disturbance12
Study on mechanical properties of sand-mudstone interbedded rock mass under different layer thickness ratio-dip angle conditions12
Effect of Skew Angle on Seismic Response of Irregular Concrete Bridges with Horizontal Curve12
Evaluating the Environmental Benefits of Personalized Travel Incentives in Dynamic Carpooling12
Assessment of Microbial Induced Calcite Precipitation (MICP) in Fine Sand Using Native Microbes under Both Aerobic and Anaerobic Conditions12
Seepage Evolution Law and Deformation Failure Characteristics of Porous Media Based on Smoothed Particle Hydrodynamics11
A Numerical Study on the Seismic Performance of a Horizontal Dry Connection for Precast Concrete Shear Walls11
Comparative Analysis of Prediction Accuracy between Advanced TCN Models and Different Datasets for Short-Term Forecasting of Harmful Algal Blooms11
Seismic performance enhancement of timber mortise and tenon joints using replaceable mild steel energy dissipation devices11
Research on a Key Question in the Parlange Solution11
Assessment of Geosynthetic Materials for Tunnel Drains: Laboratory Tests and Image Analyses11
Performance Evaluation of Sieve and Curtain Pluviators for Reconstituted Sand Specimen in Model Box11
Interpretability Analysis of Shear Capacity in Reinforced Recycled Aggregate Concrete Beams Using Tree Models11
Influence of Layer Thickness Ratio on the Mechanical and Failure Properties of Soft-Hard Interbedded Rock-like Material11
Special Case on Landslide in Balikpapan, Indonesia Viewed from Crack Soil Approach11
Deep Neural Network-based Inverse Analysis with Application to a Rockfill Dam11
Laboratory Investigations on Geotechnical Characteristics of Albumen Treated Loess Soil11
Displacement Response Prediction of Eight-Bundle Transmission Tower-Line System Combining Proper Orthogonal Decomposition (POD) and ANNs11
Pseudo-Static Test Research on Behavior of UHPC-Filled Rectangular Steel Tubular Columns11
WITHDRAWN: Experimental and numerical studies of rock breaking mechanism by double disc cutters under different loading methods11
Auto-calibration of HEC-HMS Model for Historic Flood Event under Rating Curve Uncertainty. Case Study: Allala Watershed, Algeria11
Structural Damage Identification Based on Convolutional Neural Network Group Considering the Sensor Fault11
Heat-water-stress Coupling Model for Saturated Frozen Soil under Different Stress Levels11
Analysis of the Impact of Government-Supplied Material Purchase Contracts with On-site Installation on Construction Market11
Influence of Hydrodynamic Effect on Dynamic Response of Bridge with Complex Piers Submerged in Reservoir11
A Novel Semi-Analytical Method for Longitudinal Mechanical Analysis of Tunnels Crossing Active Faults11
Estimation of Anchor Capacity in Net Protection System with Brake Frame for Debris Flow Based on Impact Energy11
Erratum to: Uniaxial Compression Testing of Sandstone under Microscope:Damage Characteristics and Failure Mechanisms11
Analytical Models for Shear-bearing Capacity of Hollow Core Beams Strengthened with HPC and Shear Steel Rebars11
Automated Compliance Checking System for Structural Design Codes in a BIM Environment10
Ensemble-Based Methodology to Identify Optimal Personal Mobility Service Areas Using Public Data10
Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time10
A comprehensive prediction of stability against cantilever retaining walls using finite element limit analysis and neural networks model10
Numerical Model about the Influence of Cyclic Load on the Hydraulic Conductivity of Soft Clay10
Triaxial Creep Behavior of Silted Soil in front of Dam Based on Fraction Derivatives Theory10
Effect of Stirrup Corrosion and Fire on Shear Behavior of Reinforced Concrete Beams10
Study of the Energy Dissipation over the Type-A Piano Key Weir10
Seismic Bearing Capacity of Strip Footings with Modified Pseudo-dynamic Method10
The Impact of the Parking Spot' Surroundings on Charging Decision: A Data-Driven Approach10
Derivation of Power Density Equation of Hydro Turbine: Mathematical Basis of Osmosis Energy to Rotate a Reaction Turbine10
Discussion of “Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time” by Tianliang Lia, Wen Zhaoa, Run Liua, Jianyong Hana and Cheng Chenga10
Temperature Effect of Concrete Hydration Heat under Atmospheric Wind Based on Fluid-Solid Coupling10
Simplified design formula for the shear capacity of prestressed concrete T-beams strengthened by steel plates10
Measuring the Technological Innovation Efficiency of Listed Construction Companies in China10
Landslide early warning based on retaining wall damage monitoring by real-time video10
Chemically Consolidated Cr(VI) Contaminated Soil Based on Granulation of Blast Furnace Slag and Phosphogypsum10
Large Scale Topographic Mapping Using Stereo Pair Imagery from CAS500-1 Satellite10
Bayesian Decision-Making Process Including Structural Health Monitoring Data Quality for Bridge Management10
Mechanical Properties and Damming Behaviors of Gravelly Solidified Soil for Earth-Rock Dam Core Wall10
CFD and Mapping-Induced FSI Analyses of Soundproof Tunnels with Un-symmetric Shapes under a Turbulent Wind Load10
An Analytical Framework for Assessing the Tunnel Face in Unsaturated Soils Under Transient Infiltrations and Its Application10
A Prospective Technique for Damage Detection in Truss Structures Using the Fusion of DNN with AVOA10
Evaluation on Dowel Force of Flexural Reinforcement with Shear Reinforcement Provided under Four Point Bending Load10
Evaluating the Accuracy of Determining Coordinates of Corners of the Building Surveyed in Tilt Technology10
Generalized Linear Models to Identify the Impact of Road Geometric Design Features on Crash Frequency in Rural Roads10
Bond Strength Recovery of Tack Coat between Asphalt Concrete Surface and Roller-Compacted Concrete Base in Composite Pavements10
Seismic Response of Two Site Models and Their Effects on the Railway Cable-Stayed Bridge10
Dynamic Multi-objective Construction Site Layout Planning Based on BIM10
Calculation of Deflection and Stress of Assembled Concrete Composite Beams under Shrinkage and Creep and Its Application in Member Design Optimization10
Rational arrangement of horizontal members for transmission towers considering the effects on the structural behaviors10
Parametric Study of Dynamic Vibration Absorber with Negative Stiffness Applied to Floating Slab Track10
Extreme Value Prediction of Traffic Loads Using the Average Conditional Exceedance Rate Method10
Flexural Behavior of Ultra-High Performance Concrete (UHPC) Deck with Joints subjected to an Improved Steel Wire Mesh (SWM) Treatment10
Laminar Soil Container's Performance Study for Dynamic Laboratory Tests: Comprehensive Review and Numerical Verification10
Effect of Vertical Flow on Consolidation Degree of Foundation with Vertical Drains in Large-Strain Consolidation Theory10
The hydration characteristics of bentonite buffer barrier after joint sealing9
Effects of Freeze-Thaw-Drying-Wetting Cycles on Undrained Creep Behavior of an Expansive Clay9
Real-Time Hybrid Simulation of a Single-Span Girder Bridge Using a Shake Table Coupled with an Actuator9
Macroscopic and Mesoscopic Characteristics of a Small-Span Metro Tunnel in the Development of a Disaster Under Load9
Hydrological and mechanical behavior of granular materials subjected to internal erosion: A review9
Geostatistical Properties of Liquefaction Vulnerability Index for Reclaimed Land in South Korea9
Relationship between Porosity and the Modified Constitutive Model Parameters of Asphalt Concrete Core Material9
Development of Data-based Hierarchical Learning Model for Predicting Condition Rating of Bridge Members over Time9
Concrete Pumpability Assessment with Rheology-based Analytical Model9
Impact of Initial Moisture Content on the Shrinkage-Swelling Behavior of Heishan Bentonite9
Shaking Table Test of Water Supply Pipes Installed in a Full-Scale Masonry Structure9
Impact Energy Absorption of Sisal Fiber Reinforced Ferrocement Slab Elements and Its Statistical Relationship with Composite Compressive Strength9
Analysis of Bearing Capacity of Circular Concrete Filled CFRP-Steel Tubular Beam-Column9
Effect of Intra-layer Vs Fluctuation on Linear Seismic Site Response9
Evaluation of Tunnel Face Stability Subjected to Seismic Load Based on the Non-associated Flow Rule9
Seismic Analysis of Reinforced Concrete Bridge Piers Based on Ductile Reinforcement9
Experimental Investigation on Flexural Failure of A Novel Segmental Joint9
Feasibility Analysis of Demand Response Transport (DRT) over Route Buses Using Operating Cost Functions9
Buckling and Bearing Capacity Variation Caused by Local Corrosion at Support in Steel Bridge9
Prediction of Downpull Force Coefficient on the Underflow-Type Floating Gate9
Method and Application of Spatial Positioning for Valid Temperature-measuring Optical Fibers in Concrete Dams9
Developing the Framework of Tacit Knowledge Externalization in International Construction Projects9
Local Scour Depth Around Bridge Piers: Performance Evaluation of Dimensional Analysis-based Empirical Equations and AI Techniques9
The Two Echelon Open Vehicle Routing Problem: Optimization of Crowdshipping Based Parcel Delivery9
Relationships between vehicle kilometers traveled and carbon emissions based on urban size9
Direct Shear Characteristics of Enzymatically Cemented Sands9
Experimental study on the pull out characteristics of anchorage body in loess and its theoretical approach9
Optimization of Water Pipe Network and Formulation of Pumping Rate9
Mechanical Behavior of a Novel Rubber Floating Slab Track with Honeycomb Structure9
Experimental Studies on Shear Behavior of Sand-Suction Caisson Wall Interface under Variable Normal Load and Penetration Rate9
Dynamic Parameters Updating of Earth-rock Dams Based on Modal Parameter Identification9
Study on Coupled Vibration of Human-plate System under Pedestrian Excitation9
Investigation of Impact of Vapor Pressure on Hybrid Streamflow Prediction Modeling9
Impacts of Water Content and Temperature on the Unconfined Compressive Strength and Pore Characteristics of Frozen Saline Soils9
Dynamic Splitting Performance and Energy Dissipation of Steel Fiber Reinforced Concrete9
Investigation on Combined Wind Load Factors of Lattice Transmission Tower Body under the Action of Skewed Wind8
Analysis and Modeling of Longitudinal Deformation Profiles Considering the Reinforcement Effect of Tunnel Face in Weak Rocks8
Analysis of Rock Breaking Load Characteristics and Efficiency Optimization of Roller Cutters under Multi-Factor Coupling8
Acoustic Emission Characterization and Cracking Characteristics of Reinforced Concrete Pipe8
Investigation on the Stratigraphic Response and Plugging Effect Induced by Press-In Open Caisson in Mucky Soil8
Evaluation of Dynamic Resistance for Application of Portable In-situ Device to Extra Target Depth8
Evaluation of Level 2 Automated Driving Safety on Curved Sections8
Scheffe's Polynomial Optimisation of Laterite Concrete Incorporating Periwinkle Shells and Coir8
Progressive Failure of Precast Shear Wall Structure for RC Composite Column Confined Uniform Hollow Panels under Cyclic Loading8
Collusion Suspicion Among Bidders of Construction Supervision Projects in China: Based on Bidding Big Data and Complex Networks8
Embankment Supported by Low Area Replacement Ratio Stone Columns, Monitoring and Numerical Studies8
Automated Geotechnical Information Extraction from Construction Boring Logs Using Keyword Groups8
Determination of In Situ Stress by Inversion in a Superlong Tunnel Site Based on the Variation Law of Stress — A Case Study8
Removal of Exhaust Gas with Advanced Solar Photocatalytic Asphalt Applications8
Foundation Problems of the Transmission Lines in High Latitude Permafrost Regions and Countermeasures: A Case Study in Northeastern China8
Optimal Pre-processing of Laser Scanning Data for Indoor Scene Analysis and 3D Reconstruction of Building Models8
Predicting the Influence of Seasonal Thermally Induced Cracking on a Reinforced Concrete Arch Dam8
Safe operation plan for high-speed rail based on dynamical prediction model of short-term rainfall8
Weathering Characteristics of White Marble Relics Around the Hall of Supreme Harmony (Taihe Dian) in the Forbidden City8
Stability and Micro-mechanisms of Lignin-Improved Soil in a Drying-Wetting Environment8
Experimental study on the effect of the thickness of filled joint on unloading-induced granite slip behavior8
Dynamic Control Design of Tidal Lanes of Intelligent Highway Toll Station: A Case Study of Xiongan New Area, China8
Effect of unloading rate on the mechanical and permeability characteristics of shale in Mazui tunnel: an experimental study8
Analysis of the Sand-Concrete Interface Shear Behaviors Considering the Soil Unloading and Interface Roughness Effects8
Sediment Load Characteristics in South Korean Rivers and Assessment of Sediment Transport Formulas8
Construction Safety Innovation and Barriers in Different Company Types and Sizes: A Survey in Vietnam8
Influence of Cutting Tools on Filter Cake Formation during Slurry Shield Tunnelling8
Passive loads on piles considering soft soil bypass flow based on a Coupled Eulerian-Lagrangian model8
Deep Learning-Based Real-Time Crack Segmentation for Pavement Images8
Research on the Carbonation Resistance and Carbonation Depth Prediction Model of Fly Ash- and Slag-Based Geopolymer Concrete8
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