Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	125
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	107
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	76
Liquefaction Modeling for Biocemented Calcareous Sand	56
Crystal Growth of MICP through Microfluidic Chip Tests	56
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	52
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	52
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	51
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	51
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	48
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	44
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	43
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	43
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	43
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	41
Liquefaction Resistance of Biocemented Loess Soil	39
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Evaluation of Roundness Parameters in Use for Sand	38
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	37
Thermal Conductivity of Biocemented Graded Sands	37
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	37
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	37
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	37
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	37
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	36

Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands	36
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	35
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	35
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	34
Poisson’s Ratio Characteristic Curve of Unsaturated Soils	34
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground	33
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation	32
Influence of Fabric on Stress Distribution in Gap-Graded Soil	31
Field Implementation of Microbially Induced Calcium Carbonate Precipitation for Surface Erosion Reduction of a Coastal Plain Sandy Slope	31
Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation	31
Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation	30
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	30
Fragility Functions for Liquefaction-Induced Ground Failure	29
Multiscale Modeling of Anchor Pullout in Sand	29
Granulometry of Two Marine Calcareous Sands	28
Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy	28
Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods	27
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit	27
Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions	27
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading	26
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	26
Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure	26
Depth-Dependent Seabed Properties: Geoacoustic Assessment	26
Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties	26
Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills	26
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling	25
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	25
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils	25
Biogrouting Method for Stronger Bond Strength for Aggregates	25
Levee Fragility Behavior under Projected Future Flooding in a Warming Climate	25
Response of Framed Buildings on Raft Foundations to Tunneling	25
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	25
Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations	24
Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay	24
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	24
Temperature-Dependent Model for Small-Strain Shear Modulus of Unsaturated Soils	24
Impact of Three-Dimensional Sphericity and Roundness on Coordination Number	24
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	23
A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios	23
Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses	23
Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers	22
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	22
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	22
Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression	22
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	22
Shear Strength Anisotropy of Natural Granite Residual Soil	21
Effects of Rock Specimen Size on Mechanical Properties in Laboratory Testing	21
Probabilistic Seismic Displacement Hazard Assessment of Earth Slopes Incorporating Spatially Random Soil Parameters	21
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	21
Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed	21

Observed Performance of a Deep Excavation in the Historical Center of Rome	21
Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading	20
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	20
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	20
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	20
Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay	20
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	20
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	19
Thermal Conductivity of Sand–Silt Mixtures	19
Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake	19
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression	19
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	19
Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand	19
Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges	19
Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils	19
Accounting for Soil Spatial Variability in Plate Anchor Design	19
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	18
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns	18
System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations	18
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	18
Effect of Pore–Fluid Chemistry on the Undrained Shear Strength of Xanthan Gum Biopolymer-Treated Clays	18
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles	17
3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading	17
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	17
Thermal Consolidation Theory	17
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	17
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	17
Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods	17
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles	17
Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading	16
Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils	16
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors	16
Undrained Seismic Compression of Unsaturated Sand	16
Uplift Behavior of Pipes and Strip Plate Anchors in Sand	16
Distinct-Element Method Simulations of Rock-Socketed Piles: Estimation of Side Shear Resistance Considering Socket Roughness	16
Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test	16
Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading	16
Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit	16
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	16
Cavitation of Water in Soil	16
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	15
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	15
Performance Evaluation of Recycled-Plastic-Pin-Supported Embankment over Soft Soil	15
Discrete-Element Method Simulations of the Seismic Response of Flexible Retaining Walls	15
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils	15
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	15
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	15
Multipoint Traveling Wave Decomposition Method and Its Application in Extended Pile Shaft Integrity Test	15
Strength, Deformation, and Particle Breakage Behavior of Calcareous Sand: Role of Anisotropic Consolidation	15
Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading	15
Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls	15
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	15
Finite-Element Modeling of Landfills to Estimate Heat Generation, Transport, and Accumulation	15
Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP	15
Material Point Method for Cone Penetration in Clays	15
Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils	15
Implications of Thermal Cyclic Loading on Pile Group Behavior	15
Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading	14
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls	14
General Model for the Uniaxial Tensile Strength Characteristic Curve of Unsaturated Soils	14
Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand	14
CPT-Based Axial Capacity Design Method for Driven Piles in Clay	14
Energy-Based Assessment of Liquefaction Resistance of Rooted Soil	14
Generic Predictive Model of Earthquake-Induced Slope Displacements Derived from Finite-Element Analysis	14
Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils	14
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling	14
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM	14
Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns	13
Effect of Base Geometry on the Resistance of Model Piles in Sand	13
Exploration of the Survival Probability and Shape Evolution of Crushable Particles during One-Dimensional Compression Using Dyed Gypsum Particles	13
Assessing Persistence of Entrapped Gas for Induced Partial Saturation	13
Group Effect of Pipe Jacking in Silty Sand	13
Hydraulic Conductivity, Microstructure, and Compositional Changes of Sand–Bentonite Backfill in Cutoff Walls Exposed to Organic Acids	13
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays	13
Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till	13
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	13
A Revised Porous Media Model of Microbially Induced Carbonate Precipitation for Loess Solidification	13
Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay	13
Influence of Centrifuge Test Soil-Container Friction on Seismic Sheet-Pile Wall Response in Liquefiable Deposit: Insights from Numerical Simulations	13
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	13

Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking	13
Multibench-Retained Excavations with Inclined–Vertical Framed Retaining Walls in Soft Soils: Observations and Numerical Investigation	13
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	13
Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands	13
Prediction of Pipe-Jacking Forces Using a Bayesian Updating Approach	12
Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths	12
Centrifuge Modeling Study of Backward Erosion Piping with Variable Exit Size	12
2021 Terzaghi Lecture: Geotechnical Systems, Uncertainty, and Risk	12
True Liquefaction Triggering Curve	12
Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method	12
Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response	12
Load Transfer Directionality of Snakeskin-Inspired Piles during Installation and Pullout in Sands	12
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	12
A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions	12
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	11
Undrained Dynamic Response of Partially Saturated Sands Tested in a DSS-C Device	11
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	11
Accounting for Spatial Variability in Nonlinear Dynamic Analyses of Embankment Dams on Liquefiable Deposits	11
Assessment of Physical Properties of Water-Repellent Soils	11
Shear and Tensile Strength Measurements of CaCO3 Cemented Bonds between Glass Beads Treated by Microbially Induced Carbonate Precipitation	11
Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts	11
Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand	11
Bearing Capacity of Ring Foundations over Rock Media	11
Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel	11
Field Soil Suction Profiles for Expansive Soil	11
Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport	11
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events	11
Temporal Development of Backward Erosion Piping in a Large-Scale Experiment	11
Winkler Solution for Seismic Earth Pressures Exerted on Flexible Walls by Vertically Inhomogeneous Soil	11
Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile	11
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	11
Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types	10
Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests	10
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	10
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	10
Dynamic Ground Response during Vibratory Sheet Pile Driving	10
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests	10
Lateral Displacements of Geosynthetic-Reinforced Soil Walls in a Tiered Configuration	10
Seismic Site Classification from Surface Wave Data to Vs,30 without Inversion	10
Influence of Low-Permeability Layers on the Installation and the Response to Vertical Cyclic Loading of Suction Caissons	10
Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading	10
Correlation between Atterberg Limits and Soil Adsorptive Water	10
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	10
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior	10
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	10
Hybrid Discrete-Continuum Approach to Model Hydromechanical Behavior of Soil during Desiccation	10
Instability of a Gold Mine Tailings Subjected to Different Stress Paths	10
Static and Cyclic Liquefaction of Copper Mine Tailings	10
Effect of Biogenic Gas Formation through Microbial Induced Desaturation and Precipitation on the Static Response of Sands with Varied Relative Density	10
Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils	10
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands	10
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	10
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	10
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	10
Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation	10
A Physical and Numerical Investigation of Flow–Barrier Interaction for the Design of a Multiple-Barrier System	10
Investigation of Geotechnical Seismic Isolation Bed in Horizontal Vibration Mitigation	10
Influence of Friction and Particle Morphology on Triaxial Shearing of Granular Materials	10
Site Characterization of Existing and Abandoned Coal Ash Ponds Using Shear-Wave Velocity from Multichannel Analysis of Surface Waves	10
Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay	10
Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading	9
Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework	9
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models	9
3D Numerical Analyses of Column-Supported Embankments: Failure Heights, Failure Modes, and Deformations	9
Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand	9
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	9
Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles	9
Nonlinear Lateral Response of RC Pile in Sand: Centrifuge and Numerical Modeling	9
Stability Analysis of Upstream Tailings Dam Using Numerical Limit Analyses	9
Behavior of a Monopod Bucket Foundation Subjected to Combined Moment and Horizontal Loads in Silty Sand	9
Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils	9
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations	9
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	9
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	9
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	9
Key Trends Regarding the Effects of Site Geometry on Lateral Spreading Displacements	9
Revisiting Methods for the Design of Rock Socketed Piles	9
Soil Mix Cutoff Wall Materials with Microcapsule-Based Self-Healing Grout	9
Long-Term Response of Piles to Cyclic Lateral Loading Following Vibratory and Impact Driving in Water-Saturated Sand	9
Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear	9
Empirical Probability Distribution Models for Soil-Layer Thicknesses of Liquefiable Ground	9
Investigation of Cyclic Loading of Aged Piles in Sand	9
Impact of Roots on Hydrogeological Parameters Supporting the Performance of a Cover with Capillary Barrier Effects	9
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	9
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	9
Pull-Out Capacity and Creep Behavior of Helical Piles in Frozen Ground	9
Analytical Solutions for Thermomechanical Soil–Structure Interaction in Single Semifloating Energy Piles Embedded in a Layered Soil Profile	9
Seismic Compression of Unsaturated Silty Sands: A Strain-Based Approach	9
Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia	9