Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	132
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	98
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	83
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	81
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	64
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	57
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	56
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	53
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	50
Effect of Overconsolidation on Cyclic Resistance of Soils	49
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	47
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	47
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	46
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	45
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	44
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	43
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	41
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	40
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	39
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	39
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	37
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	37
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	37
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	35
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	34

A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	34
Full State of Stress and Strain at a Point near the Cone during Penetration Tests in Sand	34
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	34
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	34
Finite-Element Evaluation of Self-Boring Pressuremeter Tests in Soils	34
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	34
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	33
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	33
Influence of Overlying Layers of Loose and Dense Sand or Gravel on the Drilling Mud Pressure Causing Mud Loss from Horizontal Boreholes	32
Shallow Seafloor Sediments: Density and Shear Wave Velocity	32
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	32
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	32
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	32
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	32
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	31
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	30
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	30
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	29
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	29
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	28
Liquefaction Mitigation of Silty Sands Using Rammed Aggregate Piers Based on Blast-Induced Liquefaction Testing	28
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	28
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	28
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	27
Crystal Growth of MICP through Microfluidic Chip Tests	27
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations	27
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	27
Wildfire Ash Composition and Engineering Behavior	26
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	26
Monitoring the Foundations of a Bridge during Construction and While in Service	26
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	25
Mobilized Shear Strength of Overconsolidated Seattle Clays	25
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	25
Introduction to the 21st Ralph B. Peck Award Lecture	24
Smart Soil Nails	24
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	23
Experimental Study of Water Infiltration into a Partially Sealed Levee	23
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	23
Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils	23
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay	22
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations	22
Application of Suction Monitoring for Cyclic Triaxial Testing of Compacted Soils	22
Role of Footing Embedment on Tunnel–Foundation Interaction	22
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	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
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	21
Robust Geotechnical Design of Piles Incorporating System Reliability	21
Microbial-Induced Calcium Carbonate Precipitation to Accelerate Sedimentation of Fine Tailings	21
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	21
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	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
Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	20
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	20
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	20
Improving Semianalytical Predictions of Long-Term Basement Heave in Over-Consolidated Clay	20
A Probabilistic Geostatistics-Based Approach to Tunnel Boring Machine Cutter Tool Wear and Cutterhead Clogging Prediction	20
Classification of Sand Using Deep Learning	20
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	20
Closure to “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	20
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	19
Influence of Loading History on the Creep Behavior of Rockfill under Confined Oedometric Conditions	19
Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads	19
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	19
Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade	19
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	19
Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	18
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	18
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	18
Stress Path Tests with Local Deformation Profile in Flexible Boundary Plane Strain Device	18
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	18
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	18
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	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	17
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	17
Active Sourced Wavefield Modeling for Layered Half-Space	17
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	17
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	17
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	17
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	17
Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil	17
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	17
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	17
Strength Behavior of Temperature-Dependent MICP-Treated Soil	17
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	17
Discussion of “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	17
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	17
Centrifuge and Numerical Investigation of Loose Hydraulic Fill Supported by DCM Columns	16
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	16
Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions	16
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	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
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	16
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	16
Displacements, Strains, and Shear Bands in Deep and Shallow Penetration Processes	16
LRFD Calibration of Facing Limit States for Soil Nail Walls	16
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	15
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	15
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	15
A General Model for Temperature-Dependent Soil Suction	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	15
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	15
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	15
Closure to “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	15
Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test	15
Instrumentation and Monitoring of a Steel-Reinforced MSE Wall	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
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	15
Insights into the Hydromechanical Behavior of a River Embankment through Physical and Numerical Modeling	15
Closure to “New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings” by Wen-Bo Chen, Wei-Qiang Feng, Jian-Hua Yin, Jin-Miao Chen, Lalit Borana, a	15
Validating a Unified Effective Stress Equation for Soil	15
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	14
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	14
A Temperature-Dependent Model for Ultimate Bearing Capacity of Energy Piles in Unsaturated Fine-Grained Soils	14
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	14
Development and Evaluation of Expanded Steel Pipe Piles for Enhanced Load-Bearing Capacity and Rapid Installation in Confined Spaces	14
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	14
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	14
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	14
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	14
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	14
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	14
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	14
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	14
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	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
Statistical Crushing of Hollow Calcareous Sediments	13
Reviewers	13
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	13

Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	13
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	13
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	13
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	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
Cavitation of Water in Soil	13
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	13
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	13
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	13
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	13
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	13
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	12
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	12
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	12
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	12
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	12
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	12
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	12
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	12
Discussion of “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	12
Model for Lateral Swelling Pressure in Unsaturated Expansive Soils	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
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	12
Experimental and Numerical Investigation on Contributing Factors of Near-Surface Sinkhole Formation	12
Thermal Conductivity of Biocemented Graded Sands	12
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	11
Modeling the Pile Cycle of an Axially Loaded Pile in Sensitive Natural Clay	11
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	11
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	11
Closure to “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	11
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	11
Probabilistic Prediction of Consolidation Settlement and Pore Water Pressure Using Variational Autoencoder Neural Network	11
Changes in Soil Properties over Time after a Wildfire and Implications to Slope Stability	11
An Improved CRR-Vs1 Characterization Model for Sand-Like Gravelly Soils Validated by Dynamic Centrifuge Tests	11
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	11
Enhancing Rail Track Performance Using Recycled Rubber Energy-Absorbing Grids: Laboratory and Field Evidence	11
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	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
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 Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	11
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	11
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	11
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	11
Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing	11
Load Transfer Behavior of Multiangle Helical Piles Embedded in Silty Clay under Vertical and Oblique Loads	11
Displacement Hazard Analysis of Earth Structures Affected by Subduction Zone and Shallow Crustal Earthquakes	11
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	11
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	11
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	11
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	11
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	11
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	11
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	10
Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts	10
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	10
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	10
Strain Potential of Liquefied Soil	10
Uncertainty in Drained Fully Softened and Residual Strength Correlations	10
Prediction of Soil Freezing Curve from Adsorption-Induced and Capillarity-Induced Water Pressure	10
Effect of Nano-CaCO3 and Nanosilica on the Strength and Deformation Behavior of Black Cotton Soil	10
Enhancing CPT-Based Suction Caisson Penetration Design: Insights from Back-Analysis of Large-Scale Field Installation Data	10
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	10
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	10
Journal Leadership	10
Pile Group Response to Thermal Cycles and Associated Alterations in Soil Response	10
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	10
Operational Limits of Measuring while Drilling in Florida Limestone for Geotechnical Site Characterization	10
Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”	10
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	10
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils	10
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	10
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	10
Closure to “Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays” by Gholam H. Roodi and Jorge G. Zornberg	10
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	10
Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear	10
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	10
Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications	10
An X-Ray CT Study on Transitional Internal Erosion under Triaxial Shearing	9
Data-Driven Model for Estimating the Probability of Riverine Levee Breach Due to Overtopping	9
Centrifuge Modeling of an Embankment Resting on Liquefiable Ground: Investigation of the Effects of a Low Amount of Nonplastic Fines	9
LRFD Calibration of Internal Limit States for MSE Walls Using Steel Strip Reinforcement	9
Pullout Capacity of Single and Biwing Anchors in a Soft Clay Deposit: Model Investigation in a Centrifuge and FEM Predictions	9
Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling	9
Determining Capillary Pore–Size Distribution of Soil from Soil–Water Retention Curve	9
Assessment of Liquefaction-Induced Differential Ground Settlement and Lateral Displacement Using Standard Penetration Tests with Consideration of Soil Spatial Variability	9
A Comparative Study on Shear Behavior of Uniform-, Gap-, and Fractal-Graded Carbonate Soils	9
True Liquefaction Triggering Curve	9
Seismic Active Earth Pressure of Granular Soils Considering Inhomogeneous Wave Velocities under Harmonic Excitation	9
Reliability Assessment of Bioreactor Landfill Performance Using Coupled Thermo-Hydro-Bio-Mechanical Model	9
Closure to “Revised Soil Classification System: Implementation and Engineering Implications”	9
Enhancing Soil Strength at Targeted Calcite Content via Optimizing Chemical Application Parameters Using Taguchi Method for Biocementation	9
Unit Weight of Water in Clayey Soil	9
Suction Stress–Based Rainfall Intensity–Duration Method for Slope Instability Prediction	9