Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils	1046
Liquefaction Resistance of Soils from Shear-Wave Velocity	526
Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils	388
Ground Vibration from High-Speed Trains: Prediction and Countermeasure	215
Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands	172
Capillary Barrier Effect from Underlying Coarser Soil Layer	146
Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers	116
Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand	113
Kinematic Soil-Structure Interaction from Strong Motion Recordings	110
Effect of Microreinforcement of Soils from Very Small to Large Shear Strains	108
Dewatering–Induced Building Settlement around a Deep Excavation in Soft Deposit in Tianjin, China	104
Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill Final Covers with Composite Barriers	102
Elastic and Large-Strain Nonlinear Seismic Site Response from Analysis of Vertical Array Recordings	94
State-Dependent Strength of Sands from the Perspective of Unified Modeling	92
Hydraulic Conductivity of Soils from Grain-Size Distribution: New Models	91
Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads	89
Stimulation of Native Microorganisms for Biocementation in Samples Recovered from Field-Scale Treatment Depths	84
Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests	80
Side Shear Setup. II: Results From Florida Test Piles	76
Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments	73
Neural Networks for Profiling Stress History of Clays from PCPT Data	68
Reducing Uncertainty of Prediction from Empirical Correlations	68
Determination of Dynamic Track Modulus from Measurement of Track Velocity during Train Passage	67
Soil Sorptive Potential: Concept, Theory, and Verification	64
Effects of Moment-to-Shear Ratio on Combined Cyclic Load-Displacement Behavior of Shallow Foundations from Centrifuge Experiments	63

Field Data from a Capillary Barrier and Model Predictions with UNSAT-H	63
Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes	62
Robust Geotechnical Design of Drilled Shafts in Sand: New Design Perspective	58
Particle Roundness and Sphericity from Images of Assemblies by Chart Estimates and Computer Methods	56
Polymer Elution and Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners	55
Shear Strength and Shear-Induced Volume Change Behavior of Unsaturated Soils from a Triaxial Test Program	54
Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response	52
Dynamic Stiffness and Damping of a Shallow Foundation from Forced Vibration of a Field Test Structure	52
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments	52
Relationship between the Soil-Water Characteristic Curve and the Suction Stress Characteristic Curve: Experimental Evidence from Residual Soils	50
Depletion of Antioxidants from a HDPE Geomembrane in a Composite Liner	49
Reliability of VS,30 Evaluation from Surface-Wave Tests	49
Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates	48
Estimating Fully Probabilistic Seismic Sliding Displacements of Slopes from a Pseudoprobabilistic Approach	48
Index Void Ratios of Sands from Their Intrinsic Properties	48
Antioxidant Depletion from a High Density Polyethylene Geomembrane under Simulated Landfill Conditions	47
Comparison of Residual Shear Strengths from Back Analysis and Ring Shear Tests on Undisturbed and Remolded Specimens	46
Effect of Sleeper Interventions on Railway Track Performance	44
Cyclic Load–Transfer Approach for the Analysis of Energy Piles	43
Laboratory Study on Geosynthetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading	43
Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation	43
Behavior of a Compacted Completely Decomposed Granite Soil from Suction Controlled Direct Shear Tests	42
Trace Metal Leaching from Embankment Soils Amended with High-Carbon Fly Ash	42
Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands	41
Lessons Learned for Ground Movements and Soil Stabilization from the Boston Central Artery	41
Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes	41
Estimating Compaction of Cohesive Soils from Machine Drive Power	41
Learning of Dynamic Soil Behavior from Downhole Arrays	40
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 Soils	39
Estimating Static and Dynamic Stresses in Geosynthetic-Reinforced Pile-Supported Track-Bed under Train Moving Loads	38
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading	38
Unconfined Compressive Strength and Visualization of the Microstructure of Coarse Sand Subjected to Different Biocementation Levels	37
Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes	36
Reappraisal of Size Effect of Bearing Capacity from Plastic Solution	36
Effects of Cyclic Temperature Variations on Thermal Response of an Energy Pile under a Residential Building	35
Membrane Behavior of Two Backfills from Field-Constructed Soil-Bentonite Cutoff Walls	34
Modeling Thermal Conductivity Dryout Curves from Soil-Water Characteristic Curves	33
Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms	33
Karl Terzaghi: From Theory to Practice in Geotechnical Filter Design	33
Excess Pore-Water Pressure Generation in Cyclic Undrained Testing	31
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	31
Unitary Definition of Matric Suction	31
Consolidation Properties of Soil Slurries from Hydraulic Consolidation Test	31
Suction-Monitored Direct Shear Testing of Residual Soils from Landslide-Prone Areas	29
Permeability Determination from On-the-Fly Piezocone Sounding	28
Seismic Performance of Underground Reservoir Structures: Insight from Centrifuge Modeling on the Influence of Structure Stiffness	28
Elastoplastic Solutions to Predict Tunneling-Induced Load Redistribution and Deformation of Surface Structures	28
Dynamic Properties of Highly Organic Soils from Montezuma Slough and Clifton Court	28
Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces	28

Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests	27
Insights into Modeling Small-Strain Site Response Derived from Downhole Array Data	27
Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train	27
Centrifuge and Real-Time Hybrid Testing of Tunneling beneath Piles and Piled Buildings	27
Drained Residual Shear Strength of Some Claystones from Front Range, Colorado	26
Eigenvalue Problem from the Stability Analysis of Slopes	26
Geochemical Analysis of Leached Elements from Fly Ash Stabilized Soils	26
LRFD Calibration of Internal Limit States for Geogrid MSE Walls	26
Insights from Reliability-Based Design to Complement Load and Resistance Factor Design Approach	26
Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis	26
In Situ Soil-Specific Nonlinear Properties Back-Calculated from Vertical Array Records during 1995 Kobe Earthquake	25
Estimating Spatial Variations in Bedrock Depth and Weathering Degree in Decomposed Granite from Surface Waves	25
Two Underground Pedestrian Passages Using Pipe Jacking: Case Study	24
Residual Strength and Fracture Energy from Plane-Strain Testing	24
Settlement and Vertical Load Transfer in Column-Supported Embankments	24
Reconnaissance of Two Liquefaction Sites Using Small Unmanned Aerial Vehicles and Structure from Motion Computer Vision Following the April 1, 2014 Chile Earthquake	24
Progressive Changes in Liquefaction and Cone Penetration Resistance across Multiple Shaking Events in Centrifuge Tests	24
Strength of Weakly Cemented Sands from Drained Multistage Triaxial Tests	24
Large-Scale Fault Rupture Tests on Pipelines Reinforced with Cured-in-Place Linings	24
Probabilistic Models for Residual and Peak Transient Tilt of Mat-Founded Structures on Liquefiable Soils	23
Closed-Form Models for Nonisothermal Effective Stress of Unsaturated Soils	23
Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests	23
Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model	23
Scaling Shear Modulus from Small to Finite Strain for Unsaturated Soils	23
Effects of Biological Stabilization on the Water Retention Properties of Unsaturated Soils	23