Journal of Geotechnical and Geoenvironmental Engineering

(The TQCC of Journal of Geotechnical and Geoenvironmental Engineering is 23. The table below lists those papers that are above that threshold based on CrossRef citation counts. The publications cover those that have been published in the past four years, i.e., from 2019-06-01 to 2023-06-01.)
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils1046
Liquefaction Resistance of Soils from Shear-Wave Velocity526
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils388
Ground Vibration from High-Speed Trains: Prediction and Countermeasure215
Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands172
Capillary Barrier Effect from Underlying Coarser Soil Layer146
Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers116
Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand113
Kinematic Soil-Structure Interaction from Strong Motion Recordings110
Effect of Microreinforcement of Soils from Very Small to Large Shear Strains108
Dewatering–Induced Building Settlement around a Deep Excavation in Soft Deposit in Tianjin, China104
Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers with Composite Barriers102
Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings94
State-Dependent Strength of Sands from the Perspective of Unified Modeling92
Hydraulic Conductivity of Soils from Grain-Size Distribution: New Models91
Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads89
Stimulation of Native Microorganisms for Biocementation in Samples Recovered from Field-Scale Treatment Depths84
Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests80
Side Shear Setup. II: Results From Florida Test Piles76
Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments73
Neural Networks for Profiling Stress History of Clays from PCPT Data68
Reducing Uncertainty of Prediction from Empirical Correlations68
Determination of Dynamic Track Modulus from Measurement of Track Velocity during Train Passage67
Soil Sorptive Potential: Concept, Theory, and Verification64
Effects of Moment-to-Shear Ratio on Combined Cyclic Load-Displacement Behavior of Shallow Foundations from Centrifuge Experiments63
Field Data from a Capillary Barrier and Model Predictions with UNSAT-H63
Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes62
Robust Geotechnical Design of Drilled Shafts in Sand: New Design Perspective58
Particle Roundness and Sphericity from Images of Assemblies by Chart Estimates and Computer Methods56
Polymer Elution and Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners55
Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program54
Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response52
Dynamic Stiffness and Damping of a Shallow Foundation from Forced Vibration of a Field Test Structure52
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments52
Relationship between the Soil-Water Characteristic Curve and the Suction Stress Characteristic Curve: Experimental Evidence from Residual Soils50
Depletion of Antioxidants from a HDPE Geomembrane in a Composite Liner49
Reliability of VS,30 Evaluation from Surface-Wave Tests49
Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates48
Estimating Fully Probabilistic Seismic Sliding Displacements of Slopes from a Pseudoprobabilistic Approach48
Index Void Ratios of Sands from Their Intrinsic Properties48
Antioxidant Depletion from a High Density Polyethylene Geomembrane under Simulated Landfill Conditions47
Comparison of Residual Shear Strengths from Back Analysis and Ring Shear Tests on Undisturbed and Remolded Specimens46
Effect of Sleeper Interventions on Railway Track Performance44
Cyclic Load–Transfer Approach for the Analysis of Energy Piles43
Laboratory Study on Geosynthetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading43
Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation43
Behavior of a Compacted Completely Decomposed Granite Soil from Suction Controlled Direct Shear Tests42
Trace Metal Leaching from Embankment Soils Amended with High-Carbon Fly Ash42
Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands41
Lessons Learned for Ground Movements and Soil Stabilization from the Boston Central Artery41
Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes41
Estimating Compaction of Cohesive Soils from Machine Drive Power41
Learning of Dynamic Soil Behavior from Downhole Arrays40
Is Basal Reinforcement Essential for Long and Narrow Subway Excavation Bottoming Out in Shanghai Soft Clay?39
Study of Critical Hydraulic Gradients for Seepage-Induced Failures in Granular Soils39
Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads38
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading38
Unconfined Compressive Strength and Visualization of the Microstructure of Coarse Sand Subjected to Different Biocementation Levels37
Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes36
Reappraisal of Size Effect of Bearing Capacity from Plastic Solution36
Effects of Cyclic Temperature Variations on Thermal Response of an Energy Pile under a Residential Building35
Membrane Behavior of Two Backfills from Field-Constructed Soil-Bentonite Cutoff Walls34
Modeling Thermal Conductivity Dryout Curves from Soil-Water Characteristic Curves33
Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms33
Karl Terzaghi: From Theory to Practice in Geotechnical Filter Design33
Excess Pore-Water Pressure Generation in Cyclic Undrained Testing31
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost31
Unitary Definition of Matric Suction31
Consolidation Properties of Soil Slurries from Hydraulic Consolidation Test31
Suction-Monitored Direct Shear Testing of Residual Soils from Landslide-Prone Areas29
Permeability Determination from On-the-Fly Piezocone Sounding28
Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Structure Stiffness28
Elastoplastic Solutions to Predict Tunneling-Induced Load Redistribution and Deformation of Surface Structures28
Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court28
Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces28
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests27
Insights into Modeling Small-Strain Site Response Derived from Downhole Array Data27
Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train27
Centrifuge and Real-Time Hybrid Testing of Tunneling beneath Piles and Piled Buildings27
Drained Residual Shear Strength of Some Claystones from Front Range, Colorado26
Eigenvalue Problem from the Stability Analysis of Slopes26
Geochemical Analysis of Leached Elements from Fly Ash Stabilized Soils26
LRFD Calibration of Internal Limit States for Geogrid MSE Walls26
Insights from Reliability-Based Design to Complement Load and Resistance Factor Design Approach26
Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis26
In Situ Soil-Specific Nonlinear Properties Back-Calculated from Vertical Array Records during 1995 Kobe Earthquake25
Estimating Spatial Variations in Bedrock Depth and Weathering Degree in Decomposed Granite from Surface Waves25
Two Underground Pedestrian Passages Using Pipe Jacking: Case Study24
Residual Strength and Fracture Energy from Plane-Strain Testing24
Settlement and Vertical Load Transfer in Column-Supported Embankments24
Reconnaissance of Two Liquefaction Sites Using Small Unmanned Aerial Vehicles and Structure from Motion Computer Vision Following the April 1, 2014 Chile Earthquake24
Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests24
Strength of Weakly Cemented Sands from Drained Multistage Triaxial Tests24
Large-Scale Fault Rupture Tests on Pipelines Reinforced with Cured-in-Place Linings24
Probabilistic Models for Residual and Peak Transient Tilt of Mat-Founded Structures on Liquefiable Soils23
Closed-Form Models for Nonisothermal Effective Stress of Unsaturated Soils23
Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests23
Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model23
Scaling Shear Modulus from Small to Finite Strain for Unsaturated Soils23
Effects of Biological Stabilization on the Water Retention Properties of Unsaturated Soils23