Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Reviewers	153
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	82
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”	67
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	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	46
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	45
Monitoring the Performance of a Steel-Reinforced Mixed MSE Abutment Wall during and after Construction	44
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	43
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	42
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	42
Effect of Overconsolidation on Cyclic Resistance of Soils	42
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	40
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	37
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	37
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	37
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	34
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	34
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
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	33
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	33

Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	33
Wetting and Drying of Compacted Soils under Laterally Restrained Conditions	32
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	32
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	32
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	31
Strength and Deformation Characteristics of Sand–Rubber Mixtures under Torsional Shear Loadings	31
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	31
Influence of Lateral Load on the Seismic Behavior of Pin-Piled Jacket Structures for Offshore Wind Turbines Founded in Liquefiable Soils	30
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	30
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	29
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	29
Mitigation of Lateral Spreading Effects on Bridge Piles Using Tire-Derived Aggregate	28
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	27
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	27
Shallow Seafloor Sediments: Density and Shear Wave Velocity	27
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	27
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	26
Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	26
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	25
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	25
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	24
Wildfire Ash Composition and Engineering Behavior	24
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	24
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	23
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	23
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay	23
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	23
Influence of Reconstitution Method on the Behaviors of a Silty Loess	23
Smart Soil Nails	23
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	23
Normalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest	22
Novel Combined Grid PHD–PVD Vacuum Preloading Method for Treatment of Blow-Filled Slurry: Large-Scale Physical Model Test	22
Monitoring the Foundations of a Bridge during Construction and While in Service	22
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations	22
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	22
Mobilized Shear Strength of Overconsolidated Seattle Clays	21
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	21
Evaluation of the Pullout Behavior of a Self-Flip Anchor Installed in a Sandbox	21
Robust Geotechnical Design of Piles Incorporating System Reliability	21
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	21
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	21
Experimental Study of Water Infiltration into a Partially Sealed Levee	21
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	21
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	20
Unravelling Champlain Clay Subsidence: Integrating Persistent Scatterer InSAR and Finite-Element Modeling	20
Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios	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	19
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	19
Classification of Sand Using Deep Learning	19
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	19

Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	19
Evolution and Prediction of the Saturated Hydraulic Conductivity of Municipal Solid Waste during Long-Term Biodegradation Experiments	19
Thermodynamics-Based Elastoviscoplastic Thermal Consolidation Theory for Soil	19
Hysteresis at Low Relative Humidity on Vapor Sorption Isotherm of Na-Montmorillonite	19
Influence of Loading History on the Creep Behavior of Rockfill under Confined Oedometric Conditions	19
Generalized Model for Predicting Lateral Load Response of Open-Ended Steel Pipe Piles in Sandy Soil	19
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	19
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	19
Discussion of “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	18
Critical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach	18
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	18
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	18
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	18
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	18
Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions	18
Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	18
Interpretable Ensemble Prediction of Thermally Induced Long-Term Pile Settlement from Limited Monitoring Data	18
Statistical Examination of the Shear Strength of Frozen and Unfrozen Fine-Grained Soils	17
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	17
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	17
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	17
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	17
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	17
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	17
Full-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration	17
Impact of Suction and Swell-Induced Softening on Pile Behavior in an Unsaturated Expansive Clay	17
Skeleton Structure of Segregated Ice Lenses in Frozen Soil and Its Effects on the Mechanical Properties	16
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	16
Simulation of Grain Fracture–Induced Pile Creep and Setup in Sands	16
Comparison of the Cyclic Liquefaction Susceptibility of Calcareous and Siliceous Sand: An Energy-Based Perspective	16
Centrifuge and Numerical Investigation of Loose Hydraulic Fill Supported by DCM Columns	16
LRFD Calibration of Facing Limit States for Soil Nail Walls	16
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	16
Strength Behavior of Temperature-Dependent MICP-Treated Soil	16
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	16
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	16
Active Sourced Wavefield Modeling for Layered Half-Space	16
Mechanics-Informed Machine Learning for Geospatial Modeling of Soil Liquefaction: Global and National Surrogate Models for Simulation and Near-Real-Time Response	16
Experimental Program for the Determination of the Saturation Threshold for Brittle Behavior in Loose Sandy Silt Gold Tailings	15
A General Model for Temperature-Dependent Soil Suction	15
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	15
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	15
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	15
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	15
Centrifuge Model Studies on the Mechanical Behavior of a Buried Pipe with Voids Surrounding the Bottom and the Effectiveness of EPS as a Countermeasure	15
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	15
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
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	14
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	14
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	14
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	14
Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test	14
Instrumentation and Monitoring of a Steel-Reinforced MSE Wall	14
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	14
Statistical Crushing of Hollow Calcareous Sediments	14
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	14
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	14
Insights into the Hydromechanical Behavior of a River Embankment through Physical and Numerical Modeling	14
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	14
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	14
Evaluating the Influence of Soil Stratum Thickness on Liquefaction Potential and Overburden Correction Factor Kσ in Silty Sand: A Centrifuge Study	14
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	14
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	14
Closure to “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	14
Validating a Unified Effective Stress Equation for Soil	14
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 “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	13
Development and Evaluation of Expanded Steel Pipe Piles for Enhanced Load-Bearing Capacity and Rapid Installation in Confined Spaces	13
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	13
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	13
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	13
Reviewers	13
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	13
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	13
Assessing Induced Pore Pressure and Suction Stress under Undrained Compression of Filtered Tailings	13
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	13
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	13
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	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
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

Closure to “Mechanical Response of Lightly Cemented Sands under Different Orientations of the Principal Stress Axes”	13
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	13
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	13
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	13
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	12
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	12
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	12
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	12
Experimental and Numerical Investigation on Contributing Factors of Near-Surface Sinkhole Formation	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
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	12
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	12
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	12
A Machine Learning–Based Predictive Model for Liquefaction Ejecta Manifestation in Stratigraphically Variable Sites	12
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	12
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	12
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	12
Closure to “Instrumentation and Monitoring of a Steel-Reinforced MSE Wall”	12
Closure to “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	12
Lateral Inertial Pile–Soil Interaction Using an Analytical Model	12
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	12
Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing	12
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	12
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	12
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	12
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	11
Three-Dimensional Interaction of Twin Tunnels: Numerical Analysis of the Waterloo International Terminal Case Study	11
Effect of Nano-CaCO3 and Nanosilica on the Strength and Deformation Behavior of Black Cotton Soil	11
Reliability of Axial Design Methods for Open Steel Piles Driven in Chalk	11
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	11
Probabilistic Prediction of Consolidation Settlement and Pore Water Pressure Using Variational Autoencoder Neural Network	11
An Improved CRR-Vs1 Characterization Model for Sand-Like Gravelly Soils Validated by Dynamic Centrifuge Tests	11
Uncertainty in Drained Fully Softened and Residual Strength Correlations	11
Analysis of Lateral Spreading Displacements in Channels of Limited Width	11
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	11
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	11
Changes in Soil Properties over Time after a Wildfire and Implications to Slope Stability	11
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	11
Soil Stratification from Sparse Boreholes Based on Transition Probability–Informed Machine Learning	11
Novel Approach for Assessing Pile Base Response	11
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	11
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	11
Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian	10
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	10
Journal Leadership	10
Quantifying the Impact of the Inherent Coupling of Particle-Scale Variability on Granular Soil Behavior: A Micromechanical Study	10
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	10
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	10
Pile Group Response to Thermal Cycles and Associated Alterations in Soil Response	10
Load Transfer Behavior of Multiangle Helical Piles Embedded in Silty Clay under Vertical and Oblique Loads	10
Strain Potential of Liquefied Soil	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
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	10
Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”	10
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Membrane Behavior of Kaolin–Bentonite Mixtures	10
Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence	10
Fluorescence Quenching–Based Optical Fiber Sensor for Monitoring Chloride Ion Concentration in Pore Solution of Soils	10
Seismic Active Earth Pressure of Granular Soils Considering Inhomogeneous Wave Velocities under Harmonic Excitation	9
Discussion of “Piping Criteria for Hydraulically Stable Anisotropic Slopes” by Alexander M. Puzrin	9
Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling	9
Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear	9
Prediction of Soil Freezing Curve from Adsorption-Induced and Capillarity-Induced Water Pressure	9
Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data	9
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	9
Closure to “Revised Soil Classification System: Implementation and Engineering Implications”	9
Centrifuge Modeling of an Embankment Resting on Liquefiable Ground: Investigation of the Effects of a Low Amount of Nonplastic Fines	9
Strength and Morphology of Clayey Seabeds Subjected to Surface-Breaking Pipe Oscillations	9
Influence of Spudcan Penetration on Adjacent Skirted Foundation in Uniform Clay	9
Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications	9
Modeling the Pile Cycle of an Axially Loaded Pile in Sensitive Natural Clay	9
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	9
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	9
Discussion of “Indefinability of Effective Stress for Unsaturated Soils”	9
Modification of Clay with Sodium and Potassium Chloride Brines: Insights from Laboratory-Sedimented Samples of High-Plasticity Clay	9
The Ultimate State of Anchoring Systems from Integrated Analysis of a Plate Anchor and Mooring Line	9
True Liquefaction Triggering Curve	9
Evaluating the Effects of Overburden Stress on Soil Liquefaction: Insights from Cyclic Test Data	9
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	9
Cone Penetration Resistance in Coarse-Grained Gravelly Soils	9
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	9
Role of Biochar in Drained Shear Strength Enhancement and Ammonium Removal of Biostimulated MICP-Treated Calcareous Sand	9
Modeling Large-Deformation Pipe–Soil Interaction for Heavy On-Bottom Pipelines in Clay	8
Air Injection Tests via Single Wells and Multiple Wells in a Municipal Solid Waste Landfill	8
Introduction of Professor Jonathan D. Bray, 2022 Seed Lecturer	8
DEM-CFM Analysis of Undrained Cyclic Behavior in Transversely Isotropic Granular Soils under True Triaxial Loading Paths	8
Characteristics of Permanent Strain Accumulation and Resilient Modulus of Unsaturated and Structured Soil under Repeated Loads	8
Water Retention Curve–Based Design Method for the Artificial Ground Freezing: The Isarco River Underpass Tunnels within the Brenner Base Tunnel Project	8
Discussion of “Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance’’ by J. G. Gutiérrez-Ch, G. Song, C. M. Heron, A. Marshall, and R. Jimenez	8
Investigation of the Load-Sharing Mechanisms of Suction Buckets during Vertical Cyclic Loading in Layered Soils	8
Hydraulic Conductivity, Microstructure, and Compositional Changes of Sand–Bentonite Backfill in Cutoff Walls Exposed to Organic Acids	8
Mechanically Stabilized Earth Pressures against Unyielding Surfaces Using Inextensible Reinforcement	8
Closure to “Advancement in Estimation of Undrained Shear Strength through Fall Cone Tests” by Abhishek Ghosh Dastider, Santiram Chatterjee, and Prasenjit Basu	8
Closure to “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	8