Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	145
Creep Deformation and Long-Term Strength of Ice-Rich Permafrost in Northern Alaska	88
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	67
Elastic-Viscoplastic Soil Constitutive Model for Simulation of Barrier Piles under Vehicle Crash Impact	66
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	61
Failure Mechanisms of Permafrost Bluff in Utqiaġvik, Alaska	55
Reviewers	53
Effect of Overconsolidation on Cyclic Resistance of Soils	48
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	48
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	47
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	47
Discussion of “Database for Deep Excavations in Soft Clay with Focus on Groundwater Drainage and Installation Effects”	45
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	43
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	41
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	40
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	40
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	40
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	38
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	38
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	38
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	36
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	35
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	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	34

Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	33
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	32
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	31
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	30
Strength and Deformation Characteristics of Sand–Rubber Mixtures under Torsional Shear Loadings	29
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	29
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	29
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	28
Mitigation of Lateral Spreading Effects on Bridge Piles Using Tire-Derived Aggregate	28
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	28
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	28
Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	27
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	26
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	26
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	26
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	26
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	26
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	25
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	25
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	24
Shallow Seafloor Sediments: Density and Shear Wave Velocity	24
Crystal Growth of MICP through Microfluidic Chip Tests	23
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	23
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	23
Wildfire Ash Composition and Engineering Behavior	22
Mobilized Shear Strength of Overconsolidated Seattle Clays	22
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	22
Monitoring the Foundations of a Bridge during Construction and While in Service	22
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	22
Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils	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
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	22
Smart Soil Nails	22
Robust Geotechnical Design of Piles Incorporating System Reliability	21
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	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
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	20
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	20
Experimental Study of Water Infiltration into a Partially Sealed Levee	20
Novel Combined Grid PHD–PVD Vacuum Preloading Method for Treatment of Blow-Filled Slurry: Large-Scale Physical Model Test	20
Critical Examination of Internal Stability Criteria for Granular Soils and Development of a Coupled PSD-CSD Approach	20
Application of Suction Monitoring for Cyclic Triaxial Testing of Compacted Soils	20
Normalized Shear Modulus and Material Damping Models for Transitional Silts with Application to the Pacific Northwest	20
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	20
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	20
Unravelling Champlain Clay Subsidence: Integrating Persistent Scatterer InSAR and Finite-Element Modeling	19
Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	19
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
Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios	19

Influence of Loading History on the Creep Behavior of Rockfill under Confined Oedometric Conditions	19
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	19
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	18
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	18
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	18
Evolution and Prediction of the Saturated Hydraulic Conductivity of Municipal Solid Waste during Long-Term Biodegradation Experiments	18
Hysteresis at Low Relative Humidity on Vapor Sorption Isotherm of Na-Montmorillonite	18
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	18
Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	18
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	18
Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads	17
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	17
Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions	17
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	17
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	17
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	17
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	17
Interpretable Ensemble Prediction of Thermally Induced Long-Term Pile Settlement from Limited Monitoring Data	17
Classification of Sand Using Deep Learning	17
Improving Semianalytical Predictions of Long-Term Basement Heave in Over-Consolidated Clay	17
Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade	17
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	17
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	16
Centrifuge and Numerical Investigation of Loose Hydraulic Fill Supported by DCM Columns	16
Full-Scale Experimental Study on the Degradation of Pile-Supported Embankment due to Water Infiltration	16
Discussion of “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	16
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	16
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	16
Impact of Suction and Swell-Induced Softening on Pile Behavior in an Unsaturated Expansive Clay	16
Discussion of “Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia” by Daniel R. VandenBerge, R. J. Valentine, Thomas L. Brandon, and Stephen G. Wright	16
Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil	16
LRFD Calibration of Facing Limit States for Soil Nail Walls	16
Mechanics-Informed Machine Learning for Geospatial Modeling of Soil Liquefaction: Global and National Surrogate Models for Simulation and Near-Real-Time Response	15
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	15
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	15
Simulation of Grain Fracture–Induced Pile Creep and Setup in Sands	15
Skeleton Structure of Segregated Ice Lenses in Frozen Soil and Its Effects on the Mechanical Properties	15
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	15
Active Sourced Wavefield Modeling for Layered Half-Space	15
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	15
Comparison of the Cyclic Liquefaction Susceptibility of Calcareous and Siliceous Sand: An Energy-Based Perspective	15
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	14
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	14
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	14
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	14
Validating a Unified Effective Stress Equation for Soil	14
A General Model for Temperature-Dependent Soil Suction	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
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	14
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	14
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	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 “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	14
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	14
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	14
Evaluating the Influence of Soil Stratum Thickness on Liquefaction Potential and Overburden Correction Factor Kσ in Silty Sand: A Centrifuge Study	14
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	14
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	14
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	14
Strength Behavior of Temperature-Dependent MICP-Treated Soil	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
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	14
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	14
Insights into the Hydromechanical Behavior of a River Embankment through Physical and Numerical Modeling	14
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	14
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	13
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	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
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	13
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	13
Statistical Crushing of Hollow Calcareous Sediments	13
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	13
Reviewers	13
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	13
Development and Evaluation of Expanded Steel Pipe Piles for Enhanced Load-Bearing Capacity and Rapid Installation in Confined Spaces	13
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
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	12
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	12

A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	12
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	12
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	12
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	12
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	12
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	12
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	12
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	12
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	12
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	12
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	12
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	12
Experimental and Numerical Investigation on Contributing Factors of Near-Surface Sinkhole Formation	12
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	12
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	12
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	12
Lateral Inertial Pile–Soil Interaction Using an Analytical Model	12
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	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	11
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	11
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	11
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	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
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	11
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	11
Closure to “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	11
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	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
A Machine Learning–Based Predictive Model for Liquefaction Ejecta Manifestation in Stratigraphically Variable Sites	11
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	11
Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing	11
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	11
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	11
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	11
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	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
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	10
Reliability of Axial Design Methods for Open Steel Piles Driven in Chalk	10
Three-Dimensional Interaction of Twin Tunnels: Numerical Analysis of the Waterloo International Terminal Case Study	10
Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts	10
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	10
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	10
Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications	10
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	10
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	10
Uncertainty in Drained Fully Softened and Residual Strength Correlations	10
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils	10
Effect of Nano-CaCO3 and Nanosilica on the Strength and Deformation Behavior of Black Cotton Soil	10
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	10
Cone Penetration Resistance in Coarse-Grained Gravelly Soils	10
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	10
Fluorescence Quenching–Based Optical Fiber Sensor for Monitoring Chloride Ion Concentration in Pore Solution of Soils	10
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	10
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	10
Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian	9
Modeling the Pile Cycle of an Axially Loaded Pile in Sensitive Natural Clay	9
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	9
The Ultimate State of Anchoring Systems from Integrated Analysis of a Plate Anchor and Mooring Line	9
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	9
Corrosion Processes in Metals Buried in Sediments: Effects of Fines Content, Mineralogy, and Degree of Saturation	9
Strain Potential of Liquefied Soil	9
Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data	9
Analysis of Lateral Spreading Displacements in Channels of Limited Width	9
Load Transfer Behavior of Multiangle Helical Piles Embedded in Silty Clay under Vertical and Oblique Loads	9
Unit Weight of Water in Clayey Soil	9
Closure to “Field Experiments on Cyclic Behaviors of Axially Loaded Piles Jacked in Soft Clay” by Ren-Peng Chen, Chun-Yin Peng, Jian-Fu Wang, and Han-Lin Wang	9
Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling	9
Enhancing Soil Strength at Targeted Calcite Content via Optimizing Chemical Application Parameters Using Taguchi Method for Biocementation	9
Prediction of Soil Freezing Curve from Adsorption-Induced and Capillarity-Induced Water Pressure	9
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	9
Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence	9
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	9
Membrane Behavior of Kaolin–Bentonite Mixtures	9
Modification of Clay with Sodium and Potassium Chloride Brines: Insights from Laboratory-Sedimented Samples of High-Plasticity Clay	9
Strength and Morphology of Clayey Seabeds Subjected to Surface-Breaking Pipe Oscillations	9
Discussion of “Piping Criteria for Hydraulically Stable Anisotropic Slopes” by Alexander M. Puzrin	9
Closure to “Revised Soil Classification System: Implementation and Engineering Implications”	9
Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear	9
Journal Leadership	9