Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	115
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	99
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes	74
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	68
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture	52
Crystal Growth of MICP through Microfluidic Chip Tests	51
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	48
Liquefaction Modeling for Biocemented Calcareous Sand	48
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	48
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	44
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones	43
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	42
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations	40
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	39
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	39
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag	38
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	37
Thermal Conductivity of Biocemented Graded Sands	37
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	36
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	36
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	35
Liquefaction Resistance of Biocemented Loess Soil	35
Effect of Particle Shape on Constitutive Relation: DEM Study	35
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	35
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	34

Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	34
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	34
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	34
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	34
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	34
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes	33
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	33
Assessment of Anomaly Detection Methods Applied to Microtunneling	32
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions	32
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	32
Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands	31
Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil	31
Influence of Fabric on Stress Distribution in Gap-Graded Soil	30
Effect of Temperature on the Cyclic Behavior of Clay–Structure Interface	30
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation	30
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground	29
Evaluation of Roundness Parameters in Use for Sand	29
Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation	29
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	29
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	29
Multiscale Modeling of Anchor Pullout in Sand	28
Poisson’s Ratio Characteristic Curve of Unsaturated Soils	28
Use of Grouting to Control Horizontal Tunnel Deformation Induced by Adjacent Excavation	28
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading	27
Fragility Functions for Liquefaction-Induced Ground Failure	27
Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy	27
Granulometry of Two Marine Calcareous Sands	27
Field Implementation of Microbially Induced Calcium Carbonate Precipitation for Surface Erosion Reduction of a Coastal Plain Sandy Slope	26
Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation	26
Biogrouting Method for Stronger Bond Strength for Aggregates	25
Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods	25
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	25
Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions	25
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit	25
Temperature-Dependent Model for Small-Strain Shear Modulus of Unsaturated Soils	24
Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure	24
Depth-Dependent Seabed Properties: Geoacoustic Assessment	24
Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation	24
Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills	24
Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments	24
Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations	24
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling	24
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	24
Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties	23
Drying-Induced Consolidation in Soil	23
Simplified Equations for Shear-Modulus Degradation and Damping of Gravels	23
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	23
Response of Framed Buildings on Raft Foundations to Tunneling	23
Impact of Three-Dimensional Sphericity and Roundness on Coordination Number	23
Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression	22

Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	22
Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses	22
Levee Fragility Behavior under Projected Future Flooding in a Warming Climate	22
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils	22
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	22
Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States	21
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	21
Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay	21
Analytical Solutions for Thermomechanical Soil Structure Interaction in End-Bearing Energy Piles	21
Effects of Rock Specimen Size on Mechanical Properties in Laboratory Testing	20
New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings	20
Data Compilation from Large Drained Compression Triaxial Tests on Coarse Crushable Rockfill Materials	20
Shear Strength Anisotropy of Natural Granite Residual Soil	20
Observed Performance of a Deep Excavation in the Historical Center of Rome	20
Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading	19
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	19
Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers	19
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	19
Probabilistic Seismic Displacement Hazard Assessment of Earth Slopes Incorporating Spatially Random Soil Parameters	19
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	19
Three-Dimensional Evaluation of Sand Particle Fracture Using Discrete-Element Method and Synchrotron Microcomputed Tomography Images	18
Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels	18
Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand	18
Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity	18
Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand	18
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	18
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	18
A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios	18
Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake	18
Effect of Pore–Fluid Chemistry on the Undrained Shear Strength of Xanthan Gum Biopolymer-Treated Clays	18
Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils	18
Thermal Conductivity of Sand–Silt Mixtures	17
Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed	17
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	17
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	17
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	16
Undrained Seismic Compression of Unsaturated Sand	16
Thermal Consolidation Theory	16
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	16
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	16
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. I: Centrifuge Experiments	16
System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations	16
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	16
Cavitation of Water in Soil	16
Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems	16
Experimental Study of the Effect of Excavation on Existing Loaded Piles	16
Distinct-Element Method Simulations of Rock-Socketed Piles: Estimation of Side Shear Resistance Considering Socket Roughness	16
Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading	15
Uplift Behavior of Pipes and Strip Plate Anchors in Sand	15
Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading	15
Practical Analytical Approach for Estimating Long-Term and Set-Up Shaft Resistance of Prebored Piles	15
Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test	15
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	15
Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay	15
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	15
Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods	15
Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges	15
Finite-Element Modeling of Landfills to Estimate Heat Generation, Transport, and Accumulation	15
Performance Evaluation of Recycled-Plastic-Pin-Supported Embankment over Soft Soil	15
Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay	15
Characterization and Geotechnical Investigations of a Riverbank Failure in Florence, Italy, UNESCO World Heritage Site	15
Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat	15
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression	15
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles	15
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	14
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	14
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends	14
Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism	14
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns	14
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils	14
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	14
Effects of Soil Type on Axial and Radial Thermal Responses of Field-Scale Energy Piles	14
Accounting for Soil Spatial Variability in Plate Anchor Design	14
Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit	14
3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading	14
Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall	14
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	14
Multipoint Traveling Wave Decomposition Method and Its Application in Extended Pile Shaft Integrity Test	14
Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings	14
Implications of Thermal Cyclic Loading on Pile Group Behavior	14

Discrete-Element Method Simulations of the Seismic Response of Flexible Retaining Walls	14
Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting	13
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays	13
Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading	13
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	13
Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils	13
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors	13
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	13
Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP	13
Global versus Local Simulation of Geotechnical Parameters for Tunneling Projects	13
Effect of Base Geometry on the Resistance of Model Piles in Sand	13
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM	13
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	13
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls	13
Effects of Groundwater Level on Seismic Response of Soil–Foundation Systems	13
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	13
Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls	13
Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking	13
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	13
Exploration of the Survival Probability and Shape Evolution of Crushable Particles during One-Dimensional Compression Using Dyed Gypsum Particles	12
Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands	12
Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site	12
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling	12
Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns	12
Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till	12
Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay	12
Energy-Based Assessment of Liquefaction Resistance of Rooted Soil	12
Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements	12
True Liquefaction Triggering Curve	12
Soil Deformations Induced by Particle Removal under Complex Stress States	12
Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand	12
CPT-Based Axial Capacity Design Method for Driven Piles in Clay	12
Prediction of Pipe-Jacking Forces Using a Bayesian Updating Approach	12
General Model for the Uniaxial Tensile Strength Characteristic Curve of Unsaturated Soils	12
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation	12
Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils	12
Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts	11
Assessing Persistence of Entrapped Gas for Induced Partial Saturation	11
Load Transfer Directionality of Snakeskin-Inspired Piles during Installation and Pullout in Sands	11
Forewarning of Static Liquefaction Landslides	11
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events	11
Undrained Dynamic Response of Partially Saturated Sands Tested in a DSS-C Device	11
Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand	11
Influence of Centrifuge Test Soil-Container Friction on Seismic Sheet-Pile Wall Response in Liquefiable Deposit: Insights from Numerical Simulations	11
Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths	11
Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method	11
Group Effect of Pipe Jacking in Silty Sand	11
2021 Terzaghi Lecture: Geotechnical Systems, Uncertainty, and Risk	11
Assessment of the Dynamic Properties of Holocene Peat	11
Material Point Method for Cone Penetration in Clays	11
Accounting for Spatial Variability in Nonlinear Dynamic Analyses of Embankment Dams on Liquefiable Deposits	10
Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand	10
Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils	10
Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading	10
Analytical Solutions for Heat Transfer in Saturated Soil with Effective Porosity	10
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	10
Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation	10
Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils	10
Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading	10
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests	10
Analyses of Backward Erosion Progression Rates from Small-Scale Flume Experiments	10
Assessment of Physical Properties of Water-Repellent Soils	10
Generic Predictive Model of Earthquake-Induced Slope Displacements Derived from Finite-Element Analysis	10
Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types	10
Correlation between Atterberg Limits and Soil Adsorptive Water	10
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	10
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	10
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles	10
Bearing Capacity of Ring Foundations over Rock Media	10
Hydraulic Conductivity, Microstructure, and Compositional Changes of Sand–Bentonite Backfill in Cutoff Walls Exposed to Organic Acids	10
Equivalent Strength for Tunnels in Cement-Admixed Soil Columns with Spatial Variability and Positioning Error	10
Field Soil Suction Profiles for Expansive Soil	10
Three-Dimensional Modeling of Strain-Softening Soil Response for Seismic-Loading Applications	10
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands	10
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	10
Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand	10
Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response	10
Winkler Solution for Seismic Earth Pressures Exerted on Flexible Walls by Vertically Inhomogeneous Soil	10
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	10
Influence of Low-Permeability Layers on the Installation and the Response to Vertical Cyclic Loading of Suction Caissons	9
Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay	9
Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests	9
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	9
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior	9
Deep Undrained Bearing Capacity of Rectangular Foundations in Uniform Strength Clay	9
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models	9
Investigation of Cyclic Loading of Aged Piles in Sand	9
Multibench-Retained Excavations with Inclined–Vertical Framed Retaining Walls in Soft Soils: Observations and Numerical Investigation	9
Dynamic Ground Response during Vibratory Sheet Pile Driving	9
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	9
Thermal Conductivity of Municipal Solid Waste from In Situ Heat Extraction Tests	9
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	9
A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions	9
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	9
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	9