Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand	124
Restraint of Particle Breakage by Biotreatment Method	96
Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads	95
Shear Strength Envelopes of Biocemented Sands with Varying Particle Size and Cementation Level	80
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	73
Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes	71
Polymer Elution and Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners	63
Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response	60
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments	59
Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates	51
Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation	48
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes	48
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept	46
Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes	45
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	44
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM	42
Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands	42
Effects of Cyclic Temperature Variations on Thermal Response of an Energy Pile under a Residential Building	39
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading	38
Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities	38
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes	38
Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes	37
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	37
Biocementation Control of Sand against Wind Erosion	36
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	36

Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture	36
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction	35
Liquefaction Modeling for Biocemented Calcareous Sand	35
Soil Sorptive Potential: Its Determination and Predicting Soil Water Density	35
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	33
Crystal Growth of MICP through Microfluidic Chip Tests	33
Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms	33
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag	32
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests	32
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	32
Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces	32
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones	31
Interactions of an Energy Pile with Several Traditional Piles in a Row	31
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	31
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	30
Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis	29
Settlement and Vertical Load Transfer in Column-Supported Embankments	28
LRFD Calibration of Internal Limit States for Geogrid MSE Walls	27
Assessment of Anomaly Detection Methods Applied to Microtunneling	27
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations	27
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	26
Soil–Structure Interaction Effects on Seismic Performance and Earthquake-Induced Losses in Tall Buildings	26
Thermal Conductivity of Sand–Tire Shred Mixtures	26
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	26
New Simple Method for Calculating Impact Force on Flexible Barrier Considering Partial Muddy Debris Flow Passing Through	25
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions	25
Effect of Particle Shape on Constitutive Relation: DEM Study	25
Closed-Form Models for Nonisothermal Effective Stress of Unsaturated Soils	24
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand	24
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes	24
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	24
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	23
Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model	23
Nonlinear Site Response Analysis with Pore-Water Pressure Generation for Liquefaction Triggering Evaluation	23
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation	23
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	23
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	23
Influence of Fabric on Stress Distribution in Gap-Graded Soil	23
Separating External and Internal Surface Areas of Soil Particles	23
Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil	22
Thermal Conductivity of Biocemented Graded Sands	22
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	22
Performance of Geogrid-Reinforced and PTC Pile-Supported Embankment in a Highway Widening Project over Soft Soils	22
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	22
Experimental Studies and Modeling of High-Sulfate Soil Stabilization	22
Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation	21
Acoustic Emission Sensing of Pipe–Soil Interaction: Full-Scale Pipelines Subjected to Differential Ground Movements	21
Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses	21
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	21
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	20

Impact of Three-Dimensional Sphericity and Roundness on Coordination Number	20
Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation	20
Rehabilitation of Overdeformed Metro Tunnel in Shanghai by Multiple Repair Measures	20
Temperature-Dependent Model for Small-Strain Shear Modulus of Unsaturated Soils	20
Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand	20
Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands	19
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Dynamic Excavation Process	19
Multiscale Modeling of Anchor Pullout in Sand	19
Biogrouting Method for Stronger Bond Strength for Aggregates	19
Comparative and Numerical Analyses of Response of Concrete Cutoff Walls of Earthen Dams on Alluvium Foundations	19
Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills	19
Laterally Loaded Battered Piles in Sandy Soils	18
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	18
Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression	18
Fragility Functions for Liquefaction-Induced Ground Failure	18
Simplified Equations for Shear-Modulus Degradation and Damping of Gravels	18
Effect of Temperature on the Cyclic Behavior of Clay–Structure Interface	18
Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation	18
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground	18
Centrifuge Model Studies on Performance of Hybrid Geosynthetic–Reinforced Slopes with Poorly Draining Soil Subjected to Rainfall	17
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	17
Levee Fragility Behavior under Projected Future Flooding in a Warming Climate	17
Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio	17
Thermal Consolidation Theory	17
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	17
Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity	17
Lateral Performance and p-y Curves for Large-Capacity Helical Piles Installed in Clayey Glacial Deposit	17
Discrete Element Analysis of Earthquake Fault Rupture-Soil-Foundation Interaction	17
Micro-CT Scanning to Examine Soil Clogging Behavior of Natural Fiber Drains	17
Depth-Dependent Seabed Properties: Geoacoustic Assessment	17
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit	17
Three-Dimensional Evaluation of Sand Particle Fracture Using Discrete-Element Method and Synchrotron Microcomputed Tomography Images	16
Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays	16
Characterization of Rocking Shallow Foundations on Cohesive Soil Using Field Snap-Back Tests	16
Poisson’s Ratio Characteristic Curve of Unsaturated Soils	16
New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings	16
Drying-Induced Consolidation in Soil	16
Reliability-Based Analysis of Internal Limit States for MSE Walls Using Steel-Strip Reinforcement	16
Use of Grouting to Control Horizontal Tunnel Deformation Induced by Adjacent Excavation	16
Thermal Conductivity of Granular Soil Mixtures with Contrasting Particle Shapes	16
Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure	16
Centrifuge Modeling of Cyclic Lateral Behaviors of a Tetrapod Piled Jacket Foundation for Offshore Wind Turbines in Sand	16
Development and Implementation of Semiempirical Framework for Modeling Postliquefaction Shear Deformation Accumulation in Sands	16
Influence of Roughness on the Apparent Cohesion of Rock Joints at Low Normal Stresses	15
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	15
Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay	15
Data Reduction and Dynamic p-y Curves of Helical Piles from Large-Scale Shake Table Tests	15
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	15
Nonlinear Dynamic Analyses of Austrian Dam in the 1989 Loma Prieta Earthquake	15
Water Retention and Desiccation Potential of Lignocellulose-Based Fiber-Reinforced Soil	15
Fabric Effects on Strip Footing Loading of Anisotropic Sand	15
Biogeochemical Model for Soil Improvement by Denitrification	15
Granulometry of Two Marine Calcareous Sands	15
Determining Maximum Chemico-Osmotic Pressure Difference across Clay Membranes	15
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	15
Shear Strength Anisotropy of Natural Granite Residual Soil	15
Experimental Study of the Effect of Excavation on Existing Loaded Piles	15
Inverse Analysis of a Supported Excavation in Chicago	15
Observations of the Effects of a Clay Layer on Suction Bucket Installation in Sand	14
Modeling Aging of Displacement Piles in Natural Soft Clay	14
Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods	14
Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay	14
Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States	14
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling	14
Implications of Thermal Cyclic Loading on Pile Group Behavior	14
Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. II: Dynamic Loading	14
Liquefaction Resistance of Biocemented Loess Soil	14
Centrifuge Modeling of Single Piles in Sand Subjected to Dip-Slip Faulting	14
Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels	14
Effect of Changing Unit Weight and Decomposition on Unsaturated Hydraulics of Municipal Solid Waste in Bioreactor Landfills	14
Liquefaction Evaluation of Interbedded Soil Deposit: Çark Canal in 1999 M7.5 Kocaeli Earthquake	14
Effects of Rock Specimen Size on Mechanical Properties in Laboratory Testing	14
Evaluation of Roundness Parameters in Use for Sand	14
Settlement Estimation of Piled Rafts for Initial Design	14
Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading	14
Augmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal	14
One-Way Cyclic Behavior of Saturated Clay in 3D Stress State	14
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	14
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	14
3D Numerical Limiting Case Analyses of Lateral Spreading in a Column-Supported Embankment	14

Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests	13
Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions	13
Characterization and Geotechnical Investigations of a Riverbank Failure in Florence, Italy, UNESCO World Heritage Site	13
Failure Mechanism of Long-Runout Landslide Triggered by Heavy Rainfall in Achanakkal, Nilgiris, India	13
Capillary Suction Measurements in Granular Materials and Direct Numerical Simulations Using X-Ray Computed Tomography Microstructure	13
Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand	13
Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand	13
Cavitation of Water in Soil	13
Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed	13
Undrained Seismic Compression of Unsaturated Sand	13
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. I: Centrifuge Experiments	13
Response of Framed Buildings on Raft Foundations to Tunneling	13
Observed Performance of a Deep Excavation in the Historical Center of Rome	13
Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. I: Static Loading	13
Thermal Conductivity of Sand–Silt Mixtures	13
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	13
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends	13
Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake	13
Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations	13
Analytical Solutions for Ultimate Limit State Design of Thermal Piles	13
Large-Scale Modeling of Preshaking Effect on Liquefaction Resistance, Shear Wave Velocity, and CPT Tip Resistance of Clean Sand	13
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	13
Distinct-Element Method Simulations of Rock-Socketed Piles: Estimation of Side Shear Resistance Considering Socket Roughness	13
General Scanning Hysteresis Model for Soil–Water Retention Curves	12
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors	12
Numerical Study of Mobilized Friction along Embedded Catenary Mooring Chains	12
Thermal and Thermomechanical Performance of Energy Piles with Double U-Loop and Spiral Loop Heat Exchangers	12
Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat	12
Reducing Landslide Risk Using Airborne Lidar Scanning Data	12
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	12
Finite-Element Modeling of Landfills to Estimate Heat Generation, Transport, and Accumulation	12
Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties	12
Performance Evaluation of Recycled-Plastic-Pin-Supported Embankment over Soft Soil	12
Data Compilation from Large Drained Compression Triaxial Tests on Coarse Crushable Rockfill Materials	12
Analytical Solutions for Thermomechanical Soil Structure Interaction in End-Bearing Energy Piles	12
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	12
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	12
Integrating Field Monitoring and Numerical Modeling to Evaluate Performance of a Levee under Climatic and Tidal Variations	12
Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading	12
Bioinspired Self-Burrowing-Out Robot in Dry Sand	11
Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand	11
Effect of Pore–Fluid Chemistry on the Undrained Shear Strength of Xanthan Gum Biopolymer-Treated Clays	11
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading	11
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	11
Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls	11
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	11
Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments	11
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles	11
Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers	11
Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems	11
Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy	11
Impact of Solution Chemistry on Deposition and Breakthrough Behaviors of Kaolinite in Silica Sand	11
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	11
Discrete-Element Method Simulations of the Seismic Response of Flexible Retaining Walls	11
Practical Analytical Approach for Estimating Long-Term and Set-Up Shaft Resistance of Prebored Piles	11
Undrained Monotonic and Cyclic Response of Weakly Cemented Sand	11
Behavior of Nonidentical Differently Loaded Interfering Rough Footings	11
Small-Scale Modeling of Thermomechanical Behavior of Reinforced Concrete Energy Piles in Soil	11
Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site	11
Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings	11
Capacity of Caissons in Dense Sand under Combined Loading	11
Circular-Plate Load Tests on Bounded Cemented Layers above Weak Cohesive-Frictional Soil	11
3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading	11
Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall	11
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	11
Power Law Model to Predict Creep Movement and Creep Failure	11
Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models	11
Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand	10
Experimental Study of Structural Response of Lined-Corrugated HDPE Pipe Subjected to Normal Fault	10
Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading	10
Effects of Groundwater Level on Seismic Response of Soil–Foundation Systems	10
Assessment of the Dynamic Properties of Holocene Peat	10
Reduced Gravity Effects on the Strength of Granular Matter: DEM Simulations versus Experiments	10
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	10
Building Deformation Caused by Tunneling: Centrifuge Modeling	10
Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading	10
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls	10
Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting	10
Global versus Local Simulation of Geotechnical Parameters for Tunneling Projects	10
Forewarning of Static Liquefaction Landslides	10
DEM Simulation of Creep in One-Dimensional Compression of Crushable Sand	10
Experimental Investigation Examining Influence of Burial Depth on Stability of Horizontal Boreholes in Sand	10
Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils	10
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response	10
Effects of Soil Type on Axial and Radial Thermal Responses of Field-Scale Energy Piles	10
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	10
Probabilistic Seismic Displacement Hazard Assessment of Earth Slopes Incorporating Spatially Random Soil Parameters	10
Field Implementation of Microbially Induced Calcium Carbonate Precipitation for Surface Erosion Reduction of a Coastal Plain Sandy Slope	10
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation	10
Analytical Solutions for Heat Transfer in Saturated Soil with Effective Porosity	10
Soil Deformations Induced by Particle Removal under Complex Stress States	10
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	10
Simplified Procedure for Prediction of Earthquake-Induced Settlements in Partially Saturated Soils	9
Assessing Persistence of Entrapped Gas for Induced Partial Saturation	9
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	9
Biogeochemical Clogging of Permeable Reactive Barriers in Acid-Sulfate Soil Floodplain	9
Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism	9
General Model for the Uniaxial Tensile Strength Characteristic Curve of Unsaturated Soils	9
Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System	9
Effects of Infiltration Characteristics on Spatial-Temporal Evolution of Stability of an Interstate Highway Embankment	9
A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios	9
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands	9
Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking	9
Investigation into the Internal Erosion and Local Settlement of Esfarayen Earth-Fill Dam	9
Exploration of the Survival Probability and Shape Evolution of Crushable Particles during One-Dimensional Compression Using Dyed Gypsum Particles	9
Accounting for Soil Spatial Variability in Plate Anchor Design	9
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils	9
Measuring Retardation Factors of Cesium133 and Strontium88 Cations Using Column Test	9
Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements	9
Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests	9
Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method	9
Soil–Reinforcement Interaction: Effect of Reinforcement Spacing and Normal Stress	9
Multipoint Traveling Wave Decomposition Method and Its Application in Extended Pile Shaft Integrity Test	9
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	9
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	9
Small-Strain Stiffness of Natural Pumiceous Sand	9
Undrained Dynamic Response of Partially Saturated Sands Tested in a DSS-C Device	9
Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation	9
Large-Scale Testing of Distributed Temperature Sensing for Early Detection of Piping	9
Shear Strength Behavior of Soils Reinforced with Weak Fibers	9
Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport	9
Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading	9
Effect of Base Geometry on the Resistance of Model Piles in Sand	9
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	9
Discrete-Element Analysis of Influence of Granular Soil Density on Earthquake Surface Fault Rupture Interaction with Rigid Foundations	9
System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations	8
Simple Approaches for Modeling Hysteretic Soil Water Retention Behavior	8
Ultimate Limit States of Bridge Abutments	8
Assessment of Physical Properties of Water-Repellent Soils	8
Three-Dimensional Modeling of Strain-Softening Soil Response for Seismic-Loading Applications	8
Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges	8
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	8
Effects of Initial Direction and Subsequent Rotation of Principal Stresses on Liquefaction Potential of Loose Sand	8
Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand	8
Temperature Effects on Internal Shear Behavior in Reinforced GCLs	8
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	8
Analyses of Backward Erosion Progression Rates from Small-Scale Flume Experiments	8
Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods	8
Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand	8
3D Experimental Measurements of Evolution of Force Chains in Natural Silica Sand	8
Penetration Model for Installation of Skirted Foundations in Layered Soils	8
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils	8
Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till	8
Analytical Solutions for General Two-Wedge Stability	8
Drained Seismic Compression of Unsaturated Sand	8

Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand	8
Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests	8
Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand	8
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays	8
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling	8
In Situ Seismic Investigations for Evaluating Geotechnical Properties and Liquefaction Potential of Fine Coal Tailings	8
Evaluation of Vibratory Compaction by In Situ Tests	8
Thermal Conductivity of Municipal Solid Waste from In Situ Heat Extraction Tests	8
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	8
Physical Modeling of the Seismic Response of Gas Pipelines in Laterally Inhomogeneous Soil	8
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	8
Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils	8
Field Monitoring and Numerical Analysis of Large-Span Three-Sided Reinforced Concrete Culvert	8
Influence of Friction and Particle Morphology on Triaxial Shearing of Granular Materials	7
Phreatic Surface Migration through an Unsaturated Levee Embankment	7
Field Soil Suction Profiles for Expansive Soil	7
Behavior of Geosynthetic-Reinforced Piled Embankments with Defective Piles	7
Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils	7
Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics	7
Group Effect of Pipe Jacking in Silty Sand	7
Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading	7
Assessing Initial Stiffness Models for Laterally Loaded Piles in Undrained Clay: Robust Design Perspective	7
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	7
Effect of Nail Arrangement on the Behavior of Convex Corner Soil-Nailed Walls	7
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	7
Common-Origin Approach to Assess Level-Ground Liquefaction Susceptibility and Triggering in CPT-Compatible Soils Using ΔQ	7
Soil Displacement Near a Bucket Foundation Installed in Sand by Suction and Jacking in a Centrifuge	7
Optical Fiber Strain Measurements and Numerical Modeling of Load Tests on Grouted Anchors	7
Performance Evaluation of a Collapsible Soil Reinforced with Compacted Lateritic Soil Columns	7
Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia	7
Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils	7
Effect of Biogenic Gas Formation through Microbial Induced Desaturation and Precipitation on the Static Response of Sands with Varied Relative Density	7
Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands	7
Behavior of a Monopod Bucket Foundation Subjected to Combined Moment and Horizontal Loads in Silty Sand	7
Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay	7
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM	7
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests	7
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	7
Numerical Model for Heat Transfer in Saturated Layered Soil with Effective Porosity	7
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	7
Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake	7
Uplift Behavior of Pipes and Strip Plate Anchors in Sand	7
Soil Mix Cutoff Wall Materials with Microcapsule-Based Self-Healing Grout	7
Energy-Based Assessment of Liquefaction Resistance of Rooted Soil	7
Seismic Compression of Unsaturated Silty Sands: A Strain-Based Approach	7
Generic Predictive Model of Earthquake-Induced Slope Displacements Derived from Finite-Element Analysis	7
Evaluation of Wave Dissipation in Sand under Impact Loading	7
Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit	7
Winkler Solution for Seismic Earth Pressures Exerted on Flexible Walls by Vertically Inhomogeneous Soil	7
A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions	7
Hybrid Discrete-Continuum Approach to Model Hydromechanical Behavior of Soil during Desiccation	7
Improved Prediction of Spudcan Penetration Resistance by an Observation-Optimized Model	7
Centrifuge Modeling of Variable-Rate Cone Penetration in Low-Plasticity Silts	7
Equivalent Strength for Tunnels in Cement-Admixed Soil Columns with Spatial Variability and Positioning Error	7
Closure to “Effects of Interface Roughness, Particle Geometry, and Gradation on the Sand–Steel Interface Friction Angle” by Fei Han, Eshan Ganju, Rodrigo Salgado, and Monica Prezzi	6
Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading	6
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	6
Investigation of Cyclic Loading of Aged Piles in Sand	6
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	6
Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles	6
Bearing Capacity of Ring Foundations over Rock Media	6
Pullout of Steel Grids in Dense Sand: Experiments and Design Insights	6
Accounting for Spatial Variability in Nonlinear Dynamic Analyses of Embankment Dams on Liquefiable Deposits	6
Assessment of Liquefaction-Induced Differential Ground Settlement and Lateral Displacement Using Standard Penetration Tests with Consideration of Soil Spatial Variability	6
CPT Evaluation of Yield Stress Profiles in Soils	6
Empirical Probability Distribution Models for Soil-Layer Thicknesses of Liquefiable Ground	6
Influence of Low-Permeability Layers on the Installation and the Response to Vertical Cyclic Loading of Suction Caissons	6
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	6
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models	6
Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation	6
Strain History and Short-Period Aging Effects on the Strength and Cyclic Response of Fine-Grained Coal Refuse	6
Mechanistic Development of CPT-Based Cyclic Strength Correlations for Clean Sand	6
Reliability-Based Verification of Serviceability Limit States of Dry Deep Mixing Columns	6
Relationship between Water Vapor Sorption Kinetics and Clay Surface Properties	6
Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading	6
Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths	6
Numerical Modeling of Time-Dependent Thermally Induced Excess Pore Fluid Pressures in a Saturated Soil	6
Cracked Equivalent Beam Models for Assessing Tunneling-Induced Damage in Masonry Buildings	6
Deep Undrained Bearing Capacity of Rectangular Foundations in Uniform Strength Clay	6
Temperature Effects on the Hydraulic Properties of Unsaturated Sand and Their Influences on Water-Vapor Heat Transport	6
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	6
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	6
Detecting Microbially Induced Calcium Carbonate Precipitation in Porous Systems Using Low-Field Nuclear Magnetic Resonance Relaxometry	6
Experimental Evaluation of the Interaction among Neighboring Reinforcements in Geosynthetic-Reinforced Soils	6
Pull-Out Capacity and Creep Behavior of Helical Piles in Frozen Ground	6
Revisiting Methods for the Design of Rock Socketed Piles	6
Nonlinear Lateral Response of RC Pile in Sand: Centrifuge and Numerical Modeling	6
Seismic Site Classification from Surface Wave Data to Vs,30 without Inversion	6
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	5
Pore Water Pressure Response during Tsunami Loading	5
3D Numerical Analyses of Column-Supported Embankments: Failure Heights, Failure Modes, and Deformations	5
Improving Hydraulic Conductivity Estimation for Soft Clayey Soils, Sediments, or Tailings Using Predictors Measured at High-Void Ratio	5
CPT-Based Axial Capacity Design Method for Driven Piles in Clay	5
Numerical Evaluation of Liquefaction Resistance for Desaturated Sands	5
The Role of Liquefaction on the Seismic Response of Quay Walls during the 2014 Cephalonia, Greece, Earthquakes	5
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	5
Is the Conventional Pore Water Pressure Concept Adequate for Fine-Grained Soils in Geotechnical and Geoenvironmental Engineering?	5
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	5
Spread Footings on Green Stabilized Sand Layers over Weakly Bonded Residual Soil	5
Assessment of Several Nominal Resistance Interpretation Criteria for Drilled Foundations	5
Observed Performance and Analysis of SEM Cavern Construction in Downtown Los Angeles	5
Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns	5
Site Characterization of Existing and Abandoned Coal Ash Ponds Using Shear-Wave Velocity from Multichannel Analysis of Surface Waves	5
Practical Considerations Regarding the Probability of Liquefaction in Engineering Design	5
Stability Analysis and Control Measures of a Sanitary Landfill with High Leachate Level	5
Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils	5
Infiltration through an Artificially Hydrophobized Silica Sand Barrier	5
Erratum for “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	5
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles	5
Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations	5
Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays	5
Displacement Mapping of Point Clouds for Retaining Structure Considering Shape of Sheet Pile and Soil Fall Effects during Excavation	5
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	5
Nonlinear Inelastic-Degrading Structural Modeling Approach to Assess the Seismic Soil–Structure Interaction Response of Tall Buildings	5
Soil Response to Repetitive Changes in Pore-Water Pressure under Deviatoric Loading	5
Microstructural Analyses of a Stabilized Sand by a Deep-Mixing Method	5
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	5
Calibration of Model Uncertainties for Fixed Steel Offshore Platforms Based on Observed Performance in Gulf of Mexico Hurricanes	5
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns	5
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	5
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations	5
Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations	5
Impact of Roots on Hydrogeological Parameters Supporting the Performance of a Cover with Capillary Barrier Effects	5
Seismic Behavior of Rectangular Closed Diaphragm Walls in Gently Sloping Liquefiable Deposit: Dynamic Centrifuge Testing	5
Liquefaction Mitigation of Silty Sands Using Rammed Aggregate Piers Based on Blast-Induced Liquefaction Testing	5
Prediction of Pipe-Jacking Forces Using a Bayesian Updating Approach	5
Settlement and Horizontal Earth Pressure behind Model Integral Bridge Abutment Induced by Simulated Seasonal Temperature Change	5
Additional Analyses of the Fundão Tailings Storage Facility: In Situ State and Triggering Conditions	5
Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP	5
Radial Consolidation Analysis Using Delayed Consolidation Approach	5
Analytical Solutions for Active Lateral Earth Force	5
In-Ground Gravel–Rubber Panel Walls to Mitigate and Base Isolate Shallow-Founded Structures on Liquefiable Ground	5
Numerical Investigation of Mechanisms Affecting Performance of Cyclically Loaded Tension Piles in Sand	5
Material Point Method for Cone Penetration in Clays	5
Water Adsorption–Induced Pore-Water Pressure in Soil	5
Field Experiments on Cyclic Behaviors of Axially Loaded Piles Jacked in Soft Clay	5
Dynamic Multimodal Response of Bender Element Transmitter	5
Insights into Lateral Spread Displacement Patterns Using Remote Sensing Data from the 2011 Christchurch Earthquake	4
Experimental Study on Seismic Instability of Pile-Supported Structure Considering Different Ground Conditions	4
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events	4
Seismic Bearing Capacity of Strip Foundations with Nonlinear Power-Law Yield Criterion Using the Stress Characteristics Method	4
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	4
Centrifuge Modeling Study of Backward Erosion Piping with Variable Exit Size	4
Cation Filtration of Montmorillonite on Hydraulic Conductivities of Some Bentonites in Artificial Seawater	4
Identifying Soil Adsorptive Water by Soil Water Density	4
Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay	4
Strain Influence Diagrams for Settlement Estimation of Square Footings on Layered Sand	4
Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel	4
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	4
Discrepancy in the Critical State Void Ratio of Poorly Graded Sand due to Shear Strain Localization	4
General Thermal Conductivity Function for Unsaturated Soils Considering Effects of Water Content, Temperature, and Confining Pressure	4
Lateral Capacity Model for Backfills Reacting against Skew-Angled Abutments under Seismic Loading	4
Probabilistic Liquefaction Triggering and Manifestation Models Based on Cumulative Absolute Velocity	4
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	4
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior	4
Multiobjective Optimization of Relief Well Operations to Improve Levee Safety	4
Effect of Partial Drainage on Cyclic Strengths of Saturated Sands in Dynamic Centrifuge Tests	4
Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure	4
Multiple Thixotropisms of Liquid Limit–Consistency Clays Unraveled by Multiscale Experimentation	4
On Porous Bonded Residual Soil in Natural and Dynamically Compacted States Through Plate Load Tests	4
Delaney Park Geotechnical Array Dynamic Properties Inferred from the Magnitude 7.1 2018 Anchorage, Alaska, Earthquake Sequence	4
Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response	4
Microbial-Induced Calcium Carbonate Precipitation to Accelerate Sedimentation of Fine Tailings	4
Probabilistic Design Framework for Granular Filters	4
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	4
Lateral Displacements of Geosynthetic-Reinforced Soil Walls in a Tiered Configuration	4
Settlement Rate Increase in Organic Soils Following Cyclic Loading	4
Investigation of Geotechnical Seismic Isolation Bed in Horizontal Vibration Mitigation	4
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	4
Case Study: Unsaturated Embankment Failure on Soft Soils	4
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	4
Displacements, Strains, and Shear Bands in Deep and Shallow Penetration Processes	4
Model for Lateral Swelling Pressure in Unsaturated Expansive Soils	4
Prediction of Radial Consolidation Settlement with Consideration of Sampling Range Effect: Updated Observational Methods	4
Assessment of Consolidation-Induced Contaminant Transport for In Situ Capping of Subaqueous Contaminated Sediments	4
Dynamic Ground Response during Vibratory Sheet Pile Driving	4
A p-y Analysis of Laterally Loaded Offshore-Well Conductors and Piles Installed in Normally Consolidated to Lightly Overconsolidated Clays	4
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	4
Drained Bearing Capacity of Shallowly Embedded Pipelines	4
Temporal Development of Backward Erosion Piping in a Large-Scale Experiment	4
Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays	4
Smooth Nonlinear Hysteresis Model for Coupled Biaxial Soil-Pipe Interaction in Sandy Soils	4
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	4
Numerical Model for Heat Transfer in Layered Soil with Local Thermal Nonequilibrium	4
Classification and State-Parameter Assessment of Granular Soils Using the Seismic Cone	4
Time-Dependent Field Performance of Steel-Reinforced High-Density Polyethylene Pipes in Soil	4
Numerical Simulation of the Effect of High Confining Pressure on Drainage Behavior of Liquefiable Clean Sand	4
Contaminant Diffusion through a Novel Coextruded Vapor Barrier	4
Geotechnical Centrifuge Investigation of the Effectiveness of a Novel Spudcan in Easing Spudcan–Footprint Interactions	4
Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions	4
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	4
Cyclic Capacity and Diving Potential of Novel Fish Anchor in Calcareous Silt	4
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	4
Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile	4
Correlation between Atterberg Limits and Soil Adsorptive Water	4
Detection of Leakage of MSW-Landfill Leachates through a Liner Defect: Experimental and Analytical Methods	4
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	4
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite	4
True Liquefaction Triggering Curve	4
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings	4