Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	128
Effect of Overconsolidation on Cyclic Resistance of Soils	97
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	78
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	76
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	65
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	60
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	53
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	51
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	50
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	49
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	48
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	45
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	44
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	44
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	43
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	43
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	42
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	41
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	40
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	39
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	38
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	37
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	37
Closure to “Effect of Footing Geometry and Embedment on the Bearing Capacity and Collapse Mechanism of Shallow Foundations in Sand”	35
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	35

Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	33
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	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	32
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	32
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	31
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	31
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	31
Shallow Seafloor Sediments: Density and Shear Wave Velocity	31
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	31
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	31
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	30
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials	30
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	30
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	29
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	29
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	29
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	28
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	28
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	28
Liquefaction Mitigation of Silty Sands Using Rammed Aggregate Piers Based on Blast-Induced Liquefaction Testing	28
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	28
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	28
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	27
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	27
Monitoring the Foundations of a Bridge during Construction and While in Service	26
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	26
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	26
Crystal Growth of MICP through Microfluidic Chip Tests	26
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay	25
Microbial-Induced Calcium Carbonate Precipitation to Accelerate Sedimentation of Fine Tailings	24
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	24
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	24
Mobilized Shear Strength of Overconsolidated Seattle Clays	24
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	24
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	24
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	23
Empirical Probability Distribution Models for Soil-Layer Thicknesses of Liquefiable Ground	23
Experimental Study of Water Infiltration into a Partially Sealed Levee	23
Role of Footing Embedment on Tunnel–Foundation Interaction	23
Smart Soil Nails	23
Wildfire Ash Composition and Engineering Behavior	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
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	22
Introduction to the 21st Ralph B. Peck Award Lecture	22
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations	21
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	21
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations	21
Robust Geotechnical Design of Piles Incorporating System Reliability	21
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	20
Application of Suction Monitoring for Cyclic Triaxial Testing of Compacted Soils	20

Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	20
Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils	20
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	19
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	19
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	19
Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads	19
Classification of Sand Using Deep Learning	19
Improving Semianalytical Predictions of Long-Term Basement Heave in Over-Consolidated Clay	19
Closure to “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	19
A Probabilistic Geostatistics-Based Approach to Tunnel Boring Machine Cutter Tool Wear and Cutterhead Clogging Prediction	19
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	19
Stress Path Tests with Local Deformation Profile in Flexible Boundary Plane Strain Device	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
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	18
Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios	18
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	18
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	18
Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	18
Unravelling Champlain Clay Subsidence: Integrating Persistent Scatterer InSAR and Finite-Element Modeling	18
Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade	17
Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions	17
Discussion of “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	17
Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions	17
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	17
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	17
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	17
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	17
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	17
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	17
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	17
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	17
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	17
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	17
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	16
Active Sourced Wavefield Modeling for Layered Half-Space	16
Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil	16
Displacements, Strains, and Shear Bands in Deep and Shallow Penetration Processes	16
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	16
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	16
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	16
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	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
LRFD Calibration of Facing Limit States for Soil Nail Walls	16
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	15
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	15
A Temperature-Dependent Model for Ultimate Bearing Capacity of Energy Piles in Unsaturated Fine-Grained Soils	15
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	15
Closure to “Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System’’ by Aaron P. Gallant, Ehab Shatnawi, and Danilo Botero-Lopez	15
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	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
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	15
A General Model for Temperature-Dependent Soil Suction	15
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	15
Validating a Unified Effective Stress Equation for Soil	15
Discussion of “Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System’’ by Aaron P. Gallant, Ehab Shatnawi, and Danilo Botero-Lopez	15
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	15
Strength Behavior of Temperature-Dependent MICP-Treated Soil	15
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	15
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	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
Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations	15
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	15
Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test	15
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	14
Closure to “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	14
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	14
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	14
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	14
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	14
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	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
Instrumentation and Monitoring of a Steel-Reinforced MSE Wall	14
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	14
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	13
Cavitation of Water in Soil	13
Reviewers	13
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	13
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	13
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	13
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	13

Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	12
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	12
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	12
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	12
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	12
Statistical Crushing of Hollow Calcareous Sediments	12
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	12
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	12
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	12
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	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
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	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
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	12
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	12
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	12
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	12
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	12
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	12
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	12
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	12
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	12
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	11
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	11
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	11
Displacement Hazard Analysis of Earth Structures Affected by Subduction Zone and Shallow Crustal Earthquakes	11
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	11
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	11
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	11
Model for Lateral Swelling Pressure in Unsaturated Expansive Soils	11
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	11
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	11
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	11
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	11
Factors Affecting Liquefaction Triggering of Granular Soils in Laboratory Testing	11
Changes in Soil Properties over Time after a Wildfire and Implications to Slope Stability	11
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	11
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	11
An Improved CRR-Vs1 Characterization Model for Sand-Like Gravelly Soils Validated by Dynamic Centrifuge Tests	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
Thermal Conductivity of Biocemented Graded Sands	11
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	11
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	11
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	11
Cyclic Strain Approach for the Analysis of Ocean Wave Liquefaction	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
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	11
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	11
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	11
Closure to “Volume Contraction and Reduction in Hydraulic Conductivity during Particle Crushing”	11
Uncertainty in Drained Fully Softened and Residual Strength Correlations	10
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	10
Membrane Behavior of Kaolin–Bentonite Mixtures	10
Prediction of Soil Freezing Curve from Adsorption-Induced and Capillarity-Induced Water Pressure	10
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils	10
Strain Potential of Liquefied Soil	10
Operational Limits of Measuring while Drilling in Florida Limestone for Geotechnical Site Characterization	10
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	10
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	10
Pile Group Response to Thermal Cycles and Associated Alterations in Soil Response	10
Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian	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
Cone Penetration Resistance in Coarse-Grained Gravelly Soils	10
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	10
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	10
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	10
Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts	10
Journal Leadership	10
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	10
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	10
Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”	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
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	10
Compression Response of Sedimented Unsaturated Soils	9
Assessment of Liquefaction-Induced Differential Ground Settlement and Lateral Displacement Using Standard Penetration Tests with Consideration of Soil Spatial Variability	9
Reliability Assessment of Bioreactor Landfill Performance Using Coupled Thermo-Hydro-Bio-Mechanical Model	9
Mechanical Behavior of a Hardened Oil–Silica Sand Composite	9
2021 Terzaghi Lecture: Geotechnical Systems, Uncertainty, and Risk	9
The Ultimate State of Anchoring Systems from Integrated Analysis of a Plate Anchor and Mooring Line	9
Enhancing Soil Strength at Targeted Calcite Content via Optimizing Chemical Application Parameters Using Taguchi Method for Biocementation	9
Suction Stress–Based Rainfall Intensity–Duration Method for Slope Instability Prediction	9
Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications	9
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	9
Data-Driven Model for Estimating the Probability of Riverine Levee Breach Due to Overtopping	9
True Liquefaction Triggering Curve	9
LRFD Calibration of Internal Limit States for MSE Walls Using Steel Strip Reinforcement	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
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	9
Closure to “Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site” by Youhu Zhang, Knut H. Andersen, Philippe Jeanjean, Kjell Kar	9
Unit Weight of Water in Clayey Soil	9
On the Determination of Softening Parameters for Nonlocal Constitutive Models	9