Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Reviewers	151
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	98
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	78
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	77
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	64
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	57
Elastic-Viscoplastic Soil Constitutive Model for Simulation of Barrier Piles under Vehicle Crash Impact	54
Simplified Approximate Method for the Seismic Analysis of Rocking Pile Groups	51
Creep Deformation and Long-Term Strength of Ice-Rich Permafrost in Northern Alaska	49
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	48
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	45
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	44
Monitoring the Performance of a Steel-Reinforced Mixed MSE Abutment Wall during and after Construction	43
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	43
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	42
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	42
Effect of Overconsolidation on Cyclic Resistance of Soils	40
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	40
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	37
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	36
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	34
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	33
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	33
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	33
Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai	33

Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	32
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	32
Strength and Deformation Characteristics of Sand–Rubber Mixtures under Torsional Shear Loadings	31
Shallow Seafloor Sediments: Density and Shear Wave Velocity	31
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	31
Wetting and Drying of Compacted Soils under Laterally Restrained Conditions	31
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	30
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	30
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	30
Influence of Lateral Load on the Seismic Behavior of Pin-Piled Jacket Structures for Offshore Wind Turbines Founded in Liquefiable Soils	29
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	29
Mitigation of Lateral Spreading Effects on Bridge Piles Using Tire-Derived Aggregate	29
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	27
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	27
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	26
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	26
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	26
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	26
Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	25
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	25
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	25
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	25
Crystal Growth of MICP through Microfluidic Chip Tests	24
Monitoring the Foundations of a Bridge during Construction and While in Service	24
Wildfire Ash Composition and Engineering Behavior	24
Mobilized Shear Strength of Overconsolidated Seattle Clays	23
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	23
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	23
Smart Soil Nails	23
Novel Combined Grid PHD–PVD Vacuum Preloading Method for Treatment of Blow-Filled Slurry: Large-Scale Physical Model Test	22
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	22
Experimental Study of Water Infiltration into a Partially Sealed Levee	22
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	22
Normalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest	22
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	22
Erratum for “Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel” by Pin Zhang, Zhen-Yu Yin, and Qiushi Chen	22
Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios	21
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	21
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	21
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	21
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations	21
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay	21
Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	21
Robust Geotechnical Design of Piles Incorporating System Reliability	21
Influence of Loading History on the Creep Behavior of Rockfill under Confined Oedometric Conditions	20
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	20
Unravelling Champlain Clay Subsidence: Integrating Persistent Scatterer InSAR and Finite-Element Modeling	20
Discussion of “Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles” by Hai Lin, Sean T. O’Donnell, Muhannad T. Suleim	20
Evaluation of the Pullout Behavior of a Self-Flip Anchor Installed in a Sandbox	19
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	19

Generalized Model for Predicting Lateral Load Response of Open-Ended Steel Pipe Piles in Sandy Soil	19
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	19
Evolution and Prediction of the Saturated Hydraulic Conductivity of Municipal Solid Waste during Long-Term Biodegradation Experiments	19
Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	19
Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads	19
Hysteresis at Low Relative Humidity on Vapor Sorption Isotherm of Na-Montmorillonite	19
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	19
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	19
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	18
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	18
Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions	18
Thermodynamics-Based Elastoviscoplastic Thermal Consolidation Theory for Soil	18
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	18
Classification of Sand Using Deep Learning	18
Interpretable Ensemble Prediction of Thermally Induced Long-Term Pile Settlement from Limited Monitoring Data	18
Critical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach	18
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	18
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	17
Mechanics-Informed Machine Learning for Geospatial Modeling of Soil Liquefaction: Global and National Surrogate Models for Simulation and Near-Real-Time Response	17
Full-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration	17
Simulation of Grain Fracture–Induced Pile Creep and Setup in Sands	17
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	17
Impact of Suction and Swell-Induced Softening on Pile Behavior in an Unsaturated Expansive Clay	17
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	17
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	17
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	17
Discussion of “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	17
LRFD Calibration of Facing Limit States for Soil Nail Walls	17
Active Sourced Wavefield Modeling for Layered Half-Space	17
Strength Behavior of Temperature-Dependent MICP-Treated Soil	17
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	16
Centrifuge and Numerical Investigation of Loose Hydraulic Fill Supported by DCM Columns	16
Statistical Examination of the Shear Strength of Frozen and Unfrozen Fine-Grained Soils	16
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	16
Insights into the Hydromechanical Behavior of a River Embankment through Physical and Numerical Modeling	16
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	16
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	16
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	16
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	16
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	16
Skeleton Structure of Segregated Ice Lenses in Frozen Soil and Its Effects on the Mechanical Properties	16
Comparison of the Cyclic Liquefaction Susceptibility of Calcareous and Siliceous Sand: An Energy-Based Perspective	16
Experimental Program for the Determination of the Saturation Threshold for Brittle Behavior in Loose Sandy Silt Gold Tailings	15
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	15
Closure to “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	15
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	15
Validating a Unified Effective Stress Equation for Soil	15
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	15
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	15
A General Model for Temperature-Dependent Soil Suction	15
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	14
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	14
Centrifuge Model Studies on the Mechanical Behavior of a Buried Pipe with Voids Surrounding the Bottom and the Effectiveness of EPS as a Countermeasure	14
Evolution of Soil Arching in Geosynthetic-Reinforced Pile-Supported Embankment of a High-Speed Railway under Long-Term Train Traffic Loading and Excessive Subsoil Settlement	14
Closure to “Mechanical Response of Lightly Cemented Sands under Different Orientations of the Principal Stress Axes”	14
Instrumentation and Monitoring of a Steel-Reinforced MSE Wall	14
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	14
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	14
Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test	14
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	14
Evaluating the Influence of Soil Stratum Thickness on Liquefaction Potential and Overburden Correction Factor Kσ in Silty Sand: A Centrifuge Study	14
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	14
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	14
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	14
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	14
Statistical Crushing of Hollow Calcareous Sediments	14
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	14
Development and Evaluation of Expanded Steel Pipe Piles for Enhanced Load-Bearing Capacity and Rapid Installation in Confined Spaces	14
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	13
Discussion of “Effects of Vibration on Buried Structures from the Removal of Steel Casings during the Installation of Rockfill Columns for Riverbank Stabilization: A Case Study”	13
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	13
Assessing Induced Pore Pressure and Suction Stress under Undrained Compression of Filtered Tailings	13
Reviewers	13
Discussion of “Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors” by M. Guevara, J. P. Doherty, C. Gaudin, and P. G. Watson	13
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	13
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	13
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	13
Closure to “Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal” by Pham Van Tien, Le Hong Luong, Kyoji Sassa, Kaoru Takara, Maskey Sumit, Tran Thanh Nhan, Khang Dang, and	13
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	13
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	13

Wave Reflection Effects on Bender Element Test of Very Stiff Clay	13
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	13
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	12
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	12
A Machine Learning–Based Predictive Model for Liquefaction Ejecta Manifestation in Stratigraphically Variable Sites	12
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	12
Probabilistic Prediction of Consolidation Settlement and Pore Water Pressure Using Variational Autoencoder Neural Network	12
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	12
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	12
Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing	12
Experimental and Numerical Investigation on Contributing Factors of Near-Surface Sinkhole Formation	12
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	12
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	12
Discussion of “Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling” by Andrea Franza and Giulia M. B. Viggiani	12
Lateral Inertial Pile–Soil Interaction Using an Analytical Model	12
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	12
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	12
Reliability of Axial Design Methods for Open Steel Piles Driven in Chalk	12
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	12
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	12
Closure to “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	12
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	12
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	12
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	12
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	12
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	12
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	12
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	12
Uncertainty in Drained Fully Softened and Residual Strength Correlations	11
Analysis of Lateral Spreading Displacements in Channels of Limited Width	11
Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian	11
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	11
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	11
An Improved CRR-Vs1 Characterization Model for Sand-Like Gravelly Soils Validated by Dynamic Centrifuge Tests	11
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	11
Soil Stratification from Sparse Boreholes Based on Transition Probability–Informed Machine Learning	11
Journal Leadership	11
Three-Dimensional Interaction of Twin Tunnels: Numerical Analysis of the Waterloo International Terminal Case Study	11
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	11
Closure to “Instrumentation and Monitoring of a Steel-Reinforced MSE Wall”	11
Changes in Soil Properties over Time after a Wildfire and Implications to Slope Stability	11
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	11
Effect of Nano-CaCO3 and Nanosilica on the Strength and Deformation Behavior of Black Cotton Soil	11
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	11
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	11
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	11
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	11
Quantifying the Impact of the Inherent Coupling of Particle-Scale Variability on Granular Soil Behavior: A Micromechanical Study	10
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	10
Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts	10
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils	10
Modeling the Pile Cycle of an Axially Loaded Pile in Sensitive Natural Clay	10
Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data	10
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	10
Membrane Behavior of Kaolin–Bentonite Mixtures	10
Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”	10
Pile Group Response to Thermal Cycles and Associated Alterations in Soil Response	10
Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence	10
Prediction of Soil Freezing Curve from Adsorption-Induced and Capillarity-Induced Water Pressure	10
Evaluating the Effects of Overburden Stress on Soil Liquefaction: Insights from Cyclic Test Data	10
Cone Penetration Resistance in Coarse-Grained Gravelly Soils	10
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	10
Strain Potential of Liquefied Soil	10
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Fluorescence Quenching–Based Optical Fiber Sensor for Monitoring Chloride Ion Concentration in Pore Solution of Soils	10
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	10
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	10
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	10
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	10