Journal of Geotechnical and Geoenvironmental Engineering

(The median citation count of Journal of Geotechnical and Geoenvironmental Engineering is 4. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-09-01 to 2023-09-01.)
Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand124
Restraint of Particle Breakage by Biotreatment Method96
Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads95
Shear Strength Envelopes of Biocemented Sands with Varying Particle Size and Cementation Level80
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading73
Microscale Visualization of Microbial-Induced Calcium Carbonate Precipitation Processes71
Polymer Elution and Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners63
Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response60
Pile and Pile-Group Response to Liquefaction-Induced Lateral Spreading in Four Large-Scale Shake-Table Experiments59
Hydraulic Conductivity of Bentonite–Polymer Composite Geosynthetic Clay Liners Permeated with Coal Combustion Product Leachates51
Centrifuge Model Testing of Liquefaction Mitigation via Microbially Induced Calcite Precipitation48
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes48
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept46
Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes45
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement44
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM42
Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands42
Effects of Cyclic Temperature Variations on Thermal Response of an Energy Pile under a Residential Building39
Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading38
Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities38
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes38
Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes37
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost37
Biocementation Control of Sand against Wind Erosion36
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study36
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture36
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction35
Liquefaction Modeling for Biocemented Calcareous Sand35
Soil Sorptive Potential: Its Determination and Predicting Soil Water Density35
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay33
Crystal Growth of MICP through Microfluidic Chip Tests33
Evaluation of Bearing Capacity on Geosynthetic-Reinforced Soil Structures Considering Multiple Failure Mechanisms33
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag32
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests32
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions32
Bioinspiration for Anisotropic Load Transfer at Soil–Structure Interfaces32
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones31
Interactions of an Energy Pile with Several Traditional Piles in a Row31
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study31
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils30
Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis29
Settlement and Vertical Load Transfer in Column-Supported Embankments28
LRFD Calibration of Internal Limit States for Geogrid MSE Walls27
Assessment of Anomaly Detection Methods Applied to Microtunneling27
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations27
Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading26
Soil–Structure Interaction Effects on Seismic Performance and Earthquake-Induced Losses in Tall Buildings26
Thermal Conductivity of Sand–Tire Shred Mixtures26
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand26
New Simple Method for Calculating Impact Force on Flexible Barrier Considering Partial Muddy Debris Flow Passing Through25
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions25
Effect of Particle Shape on Constitutive Relation: DEM Study25
Closed-Form Models for Nonisothermal Effective Stress of Unsaturated Soils24
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand24
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes24
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier24
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation23
Investigation of Thermal Loading Effects on Shaft Resistance of Energy Pile Using Laboratory-Scale Model23
Nonlinear Site Response Analysis with Pore-Water Pressure Generation for Liquefaction Triggering Evaluation23
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation23
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment23
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers23
Influence of Fabric on Stress Distribution in Gap-Graded Soil23
Separating External and Internal Surface Areas of Soil Particles23
Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil22
Thermal Conductivity of Biocemented Graded Sands22
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks22
Performance of Geogrid-Reinforced and PTC Pile-Supported Embankment in a Highway Widening Project over Soft Soils22
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization22
Experimental Studies and Modeling of High-Sulfate Soil Stabilization22
Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation21
Acoustic Emission Sensing of Pipe–Soil Interaction: Full-Scale Pipelines Subjected to Differential Ground Movements21
Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses21
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand21
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State20
Impact of Three-Dimensional Sphericity and Roundness on Coordination Number20
Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation20
Rehabilitation of Overdeformed Metro Tunnel in Shanghai by Multiple Repair Measures20
Temperature-Dependent Model for Small-Strain Shear Modulus of Unsaturated Soils20
Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand20
Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands19
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Dynamic Excavation Process19
Multiscale Modeling of Anchor Pullout in Sand19
Biogrouting Method for Stronger Bond Strength for Aggregates19
Comparative and Numerical Analyses of Response of Concrete Cutoff Walls of Earthen Dams on Alluvium Foundations19
Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills19
Laterally Loaded Battered Piles in Sandy Soils18
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle18
Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression18
Fragility Functions for Liquefaction-Induced Ground Failure18
Simplified Equations for Shear-Modulus Degradation and Damping of Gravels18
Effect of Temperature on the Cyclic Behavior of Clay–Structure Interface18
Anisotropic and Noncoaxial Behavior of K0-Consolidated Soft Clays under Stress Paths with Principal Stress Rotation18
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground18
Centrifuge Model Studies on Performance of Hybrid Geosynthetic–Reinforced Slopes with Poorly Draining Soil Subjected to Rainfall17
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand17
Levee Fragility Behavior under Projected Future Flooding in a Warming Climate17
Assessing Liquefaction Resistance of Fiber-Reinforced Sand Using a New Pore Pressure Ratio17
Thermal Consolidation Theory17
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles17
Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity17
Lateral Performance and p-y Curves for Large-Capacity Helical Piles Installed in Clayey Glacial Deposit17
Discrete Element Analysis of Earthquake Fault Rupture-Soil-Foundation Interaction17
Micro-CT Scanning to Examine Soil Clogging Behavior of Natural Fiber Drains17
Depth-Dependent Seabed Properties: Geoacoustic Assessment17
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit17
Three-Dimensional Evaluation of Sand Particle Fracture Using Discrete-Element Method and Synchrotron Microcomputed Tomography Images16
Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays16
Characterization of Rocking Shallow Foundations on Cohesive Soil Using Field Snap-Back Tests16
Poisson’s Ratio Characteristic Curve of Unsaturated Soils16
New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings16
Drying-Induced Consolidation in Soil16
Reliability-Based Analysis of Internal Limit States for MSE Walls Using Steel-Strip Reinforcement16
Use of Grouting to Control Horizontal Tunnel Deformation Induced by Adjacent Excavation16
Thermal Conductivity of Granular Soil Mixtures with Contrasting Particle Shapes16
Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure16
Centrifuge Modeling of Cyclic Lateral Behaviors of a Tetrapod Piled Jacket Foundation for Offshore Wind Turbines in Sand16
Development and Implementation of Semiempirical Framework for Modeling Postliquefaction Shear Deformation Accumulation in Sands16
Influence of Roughness on the Apparent Cohesion of Rock Joints at Low Normal Stresses15
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions15
Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay15
Data Reduction and Dynamic p-y Curves of Helical Piles from Large-Scale Shake Table Tests15
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling15
Nonlinear Dynamic Analyses of Austrian Dam in the 1989 Loma Prieta Earthquake15
Water Retention and Desiccation Potential of Lignocellulose-Based Fiber-Reinforced Soil15
Fabric Effects on Strip Footing Loading of Anisotropic Sand15
Biogeochemical Model for Soil Improvement by Denitrification15
Granulometry of Two Marine Calcareous Sands15
Determining Maximum Chemico-Osmotic Pressure Difference across Clay Membranes15
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves15
Shear Strength Anisotropy of Natural Granite Residual Soil15
Experimental Study of the Effect of Excavation on Existing Loaded Piles15
Inverse Analysis of a Supported Excavation in Chicago15
Observations of the Effects of a Clay Layer on Suction Bucket Installation in Sand14
Modeling Aging of Displacement Piles in Natural Soft Clay14
Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods14
Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay14
Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States14
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling14
Implications of Thermal Cyclic Loading on Pile Group Behavior14
Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. II: Dynamic Loading14
Liquefaction Resistance of Biocemented Loess Soil14
Centrifuge Modeling of Single Piles in Sand Subjected to Dip-Slip Faulting14
Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels14
Effect of Changing Unit Weight and Decomposition on Unsaturated Hydraulics of Municipal Solid Waste in Bioreactor Landfills14
Liquefaction Evaluation of Interbedded Soil Deposit: Çark Canal in 1999 M7.5 Kocaeli Earthquake14
Effects of Rock Specimen Size on Mechanical Properties in Laboratory Testing14
Evaluation of Roundness Parameters in Use for Sand14
Settlement Estimation of Piled Rafts for Initial Design14
Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading14
Augmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal14
One-Way Cyclic Behavior of Saturated Clay in 3D Stress State14
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights14
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation14
3D Numerical Limiting Case Analyses of Lateral Spreading in a Column-Supported Embankment14
Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests13
Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions13
Characterization and Geotechnical Investigations of a Riverbank Failure in Florence, Italy, UNESCO World Heritage Site13
Failure Mechanism of Long-Runout Landslide Triggered by Heavy Rainfall in Achanakkal, Nilgiris, India13
Capillary Suction Measurements in Granular Materials and Direct Numerical Simulations Using X-Ray Computed Tomography Microstructure13
Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand13
Numerical Investigation of Uplift Behavior of Circular Plate Anchors in Uniform Sand13
Cavitation of Water in Soil13
Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed13
Undrained Seismic Compression of Unsaturated Sand13
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. I: Centrifuge Experiments13
Response of Framed Buildings on Raft Foundations to Tunneling13
Observed Performance of a Deep Excavation in the Historical Center of Rome13
Physical Model Tests of Half-Scale Geosynthetic Reinforced Soil Bridge Abutments. I: Static Loading13
Thermal Conductivity of Sand–Silt Mixtures13
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils13
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends13
Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake13
Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations13
Analytical Solutions for Ultimate Limit State Design of Thermal Piles13
Large-Scale Modeling of Preshaking Effect on Liquefaction Resistance, Shear Wave Velocity, and CPT Tip Resistance of Clean Sand13
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology13
Distinct-Element Method Simulations of Rock-Socketed Piles: Estimation of Side Shear Resistance Considering Socket Roughness13
General Scanning Hysteresis Model for Soil–Water Retention Curves12
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors12
Numerical Study of Mobilized Friction along Embedded Catenary Mooring Chains12
Thermal and Thermomechanical Performance of Energy Piles with Double U-Loop and Spiral Loop Heat Exchangers12
Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat12
Reducing Landslide Risk Using Airborne Lidar Scanning Data12
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines12
Finite-Element Modeling of Landfills to Estimate Heat Generation, Transport, and Accumulation12
Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties12
Performance Evaluation of Recycled-Plastic-Pin-Supported Embankment over Soft Soil12
Data Compilation from Large Drained Compression Triaxial Tests on Coarse Crushable Rockfill Materials12
Analytical Solutions for Thermomechanical Soil Structure Interaction in End-Bearing Energy Piles12
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils12
A Simple Breakage Model for Calcareous Sand and Its FE Implementation12
Integrating Field Monitoring and Numerical Modeling to Evaluate Performance of a Levee under Climatic and Tidal Variations12
Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading12
Bioinspired Self-Burrowing-Out Robot in Dry Sand11
Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand11
Effect of Pore–Fluid Chemistry on the Undrained Shear Strength of Xanthan Gum Biopolymer-Treated Clays11
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading11
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model11
Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls11
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation11
Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments11
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles11
Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers11
Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems11
Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy11
Impact of Solution Chemistry on Deposition and Breakthrough Behaviors of Kaolinite in Silica Sand11
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand11
Discrete-Element Method Simulations of the Seismic Response of Flexible Retaining Walls11
Practical Analytical Approach for Estimating Long-Term and Set-Up Shaft Resistance of Prebored Piles11
Undrained Monotonic and Cyclic Response of Weakly Cemented Sand11
Behavior of Nonidentical Differently Loaded Interfering Rough Footings11
Small-Scale Modeling of Thermomechanical Behavior of Reinforced Concrete Energy Piles in Soil11
Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site11
Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings11
Capacity of Caissons in Dense Sand under Combined Loading11
Circular-Plate Load Tests on Bounded Cemented Layers above Weak Cohesive-Frictional Soil11
3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading11
Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall11
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta11
Power Law Model to Predict Creep Movement and Creep Failure11
Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models11
Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand10
Experimental Study of Structural Response of Lined-Corrugated HDPE Pipe Subjected to Normal Fault10
Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading10
Effects of Groundwater Level on Seismic Response of Soil–Foundation Systems10
Assessment of the Dynamic Properties of Holocene Peat10
Reduced Gravity Effects on the Strength of Granular Matter: DEM Simulations versus Experiments10
A Simple Method for Predicting Rainfall-Induced Shallow Landslides10
Building Deformation Caused by Tunneling: Centrifuge Modeling10
Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading10
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls10
Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting10
Global versus Local Simulation of Geotechnical Parameters for Tunneling Projects10
Forewarning of Static Liquefaction Landslides10
DEM Simulation of Creep in One-Dimensional Compression of Crushable Sand10
Experimental Investigation Examining Influence of Burial Depth on Stability of Horizontal Boreholes in Sand10
Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils10
Widening of Existing Motorway Bridges: Pile Group Retrofit versus Nonlinear Pile–Soil Response10
Effects of Soil Type on Axial and Radial Thermal Responses of Field-Scale Energy Piles10
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test10
Probabilistic Seismic Displacement Hazard Assessment of Earth Slopes Incorporating Spatially Random Soil Parameters10
Field Implementation of Microbially Induced Calcium Carbonate Precipitation for Surface Erosion Reduction of a Coastal Plain Sandy Slope10
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation10
Analytical Solutions for Heat Transfer in Saturated Soil with Effective Porosity10
Soil Deformations Induced by Particle Removal under Complex Stress States10
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides10
Simplified Procedure for Prediction of Earthquake-Induced Settlements in Partially Saturated Soils9
Assessing Persistence of Entrapped Gas for Induced Partial Saturation9
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand9
Biogeochemical Clogging of Permeable Reactive Barriers in Acid-Sulfate Soil Floodplain9
Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism9
General Model for the Uniaxial Tensile Strength Characteristic Curve of Unsaturated Soils9
Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System9
Effects of Infiltration Characteristics on Spatial-Temporal Evolution of Stability of an Interstate Highway Embankment9
A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios9
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands9
Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking9
Investigation into the Internal Erosion and Local Settlement of Esfarayen Earth-Fill Dam9
Exploration of the Survival Probability and Shape Evolution of Crushable Particles during One-Dimensional Compression Using Dyed Gypsum Particles9
Accounting for Soil Spatial Variability in Plate Anchor Design9
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils9
Measuring Retardation Factors of Cesium133 and Strontium88 Cations Using Column Test9
Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements9
Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests9
Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method9
Soil–Reinforcement Interaction: Effect of Reinforcement Spacing and Normal Stress9
Multipoint Traveling Wave Decomposition Method and Its Application in Extended Pile Shaft Integrity Test9
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs9
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses9
Small-Strain Stiffness of Natural Pumiceous Sand9
Undrained Dynamic Response of Partially Saturated Sands Tested in a DSS-C Device9
Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation9
Large-Scale Testing of Distributed Temperature Sensing for Early Detection of Piping9
Shear Strength Behavior of Soils Reinforced with Weak Fibers9
Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport9
Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading9
Effect of Base Geometry on the Resistance of Model Piles in Sand9
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing9
Discrete-Element Analysis of Influence of Granular Soil Density on Earthquake Surface Fault Rupture Interaction with Rigid Foundations9
System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations8
Simple Approaches for Modeling Hysteretic Soil Water Retention Behavior8
Ultimate Limit States of Bridge Abutments8
Assessment of Physical Properties of Water-Repellent Soils8
Three-Dimensional Modeling of Strain-Softening Soil Response for Seismic-Loading Applications8
Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges8
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures8
Effects of Initial Direction and Subsequent Rotation of Principal Stresses on Liquefaction Potential of Loose Sand8
Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand8
Temperature Effects on Internal Shear Behavior in Reinforced GCLs8
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites8
Analyses of Backward Erosion Progression Rates from Small-Scale Flume Experiments8
Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods8
Compressive and Tensile Shaft Resistance of Nondisplacement Piles in Sand8
3D Experimental Measurements of Evolution of Force Chains in Natural Silica Sand8
Penetration Model for Installation of Skirted Foundations in Layered Soils8
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils8
Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till8
Analytical Solutions for General Two-Wedge Stability8
Drained Seismic Compression of Unsaturated Sand8
Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand8
Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests8
Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand8
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays8
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling8
In Situ Seismic Investigations for Evaluating Geotechnical Properties and Liquefaction Potential of Fine Coal Tailings8
Evaluation of Vibratory Compaction by In Situ Tests8
Thermal Conductivity of Municipal Solid Waste from In Situ Heat Extraction Tests8
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm8
Physical Modeling of the Seismic Response of Gas Pipelines in Laterally Inhomogeneous Soil8
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests8
Energy Capacity versus Liquefaction Strength Investigated by Cyclic Triaxial Tests on Intact Soils8
Field Monitoring and Numerical Analysis of Large-Span Three-Sided Reinforced Concrete Culvert8
Influence of Friction and Particle Morphology on Triaxial Shearing of Granular Materials7
Phreatic Surface Migration through an Unsaturated Levee Embankment7
Field Soil Suction Profiles for Expansive Soil7
Behavior of Geosynthetic-Reinforced Piled Embankments with Defective Piles7
Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils7
Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics7
Group Effect of Pipe Jacking in Silty Sand7
Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading7
Assessing Initial Stiffness Models for Laterally Loaded Piles in Undrained Clay: Robust Design Perspective7
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling7
Effect of Nail Arrangement on the Behavior of Convex Corner Soil-Nailed Walls7
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area7
Common-Origin Approach to Assess Level-Ground Liquefaction Susceptibility and Triggering in CPT-Compatible Soils Using ΔQ7
Soil Displacement Near a Bucket Foundation Installed in Sand by Suction and Jacking in a Centrifuge7
Optical Fiber Strain Measurements and Numerical Modeling of Load Tests on Grouted Anchors7
Performance Evaluation of a Collapsible Soil Reinforced with Compacted Lateritic Soil Columns7
Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia7
Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils7
Effect of Biogenic Gas Formation through Microbial Induced Desaturation and Precipitation on the Static Response of Sands with Varied Relative Density7
Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands7
Behavior of a Monopod Bucket Foundation Subjected to Combined Moment and Horizontal Loads in Silty Sand7
Cyclic Degradation and Pore-Water Pressure Response of High-Plasticity Compacted Clay7
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM7
An Investigation of the Influence of Reconsolidation Properties on the Reliquefaction Resistance of Sand by Element Tests7
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage7
Numerical Model for Heat Transfer in Saturated Layered Soil with Effective Porosity7
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils7
Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake7
Uplift Behavior of Pipes and Strip Plate Anchors in Sand7
Soil Mix Cutoff Wall Materials with Microcapsule-Based Self-Healing Grout7
Energy-Based Assessment of Liquefaction Resistance of Rooted Soil7
Seismic Compression of Unsaturated Silty Sands: A Strain-Based Approach7
Generic Predictive Model of Earthquake-Induced Slope Displacements Derived from Finite-Element Analysis7
Evaluation of Wave Dissipation in Sand under Impact Loading7
Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit7
Winkler Solution for Seismic Earth Pressures Exerted on Flexible Walls by Vertically Inhomogeneous Soil7
A p–y Model for Large Diameter Monopiles in Sands Subjected to Lateral Loading under Static and Long-Term Cyclic Conditions7
Hybrid Discrete-Continuum Approach to Model Hydromechanical Behavior of Soil during Desiccation7
Improved Prediction of Spudcan Penetration Resistance by an Observation-Optimized Model7
Centrifuge Modeling of Variable-Rate Cone Penetration in Low-Plasticity Silts7
Equivalent Strength for Tunnels in Cement-Admixed Soil Columns with Spatial Variability and Positioning Error7
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 Prezzi6
Soil Response during Globally Drained and Undrained Freeze–Thaw Cycles under Deviatoric Loading6
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt6
Investigation of Cyclic Loading of Aged Piles in Sand6
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression6
Efficacy of Design Methods for Predicting the Capacity of Large-Diameter Open-Ended Piles6
Bearing Capacity of Ring Foundations over Rock Media6
Pullout of Steel Grids in Dense Sand: Experiments and Design Insights6
Accounting for Spatial Variability in Nonlinear Dynamic Analyses of Embankment Dams on Liquefiable Deposits6
Assessment of Liquefaction-Induced Differential Ground Settlement and Lateral Displacement Using Standard Penetration Tests with Consideration of Soil Spatial Variability6
CPT Evaluation of Yield Stress Profiles in Soils6
Empirical Probability Distribution Models for Soil-Layer Thicknesses of Liquefiable Ground6
Influence of Low-Permeability Layers on the Installation and the Response to Vertical Cyclic Loading of Suction Caissons6
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering6
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models6
Use of Vertical and Inclined Walls to Mitigate the Interaction of Reverse Faulting and Shallow Foundations: Centrifuge Tests and Numerical Simulation6
Strain History and Short-Period Aging Effects on the Strength and Cyclic Response of Fine-Grained Coal Refuse6
Mechanistic Development of CPT-Based Cyclic Strength Correlations for Clean Sand6
Reliability-Based Verification of Serviceability Limit States of Dry Deep Mixing Columns6
Relationship between Water Vapor Sorption Kinetics and Clay Surface Properties6
Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading6
Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave–Induced Elliptical Stress Paths6
Numerical Modeling of Time-Dependent Thermally Induced Excess Pore Fluid Pressures in a Saturated Soil6
Cracked Equivalent Beam Models for Assessing Tunneling-Induced Damage in Masonry Buildings6
Deep Undrained Bearing Capacity of Rectangular Foundations in Uniform Strength Clay6
Temperature Effects on the Hydraulic Properties of Unsaturated Sand and Their Influences on Water-Vapor Heat Transport6
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand6
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles6
Detecting Microbially Induced Calcium Carbonate Precipitation in Porous Systems Using Low-Field Nuclear Magnetic Resonance Relaxometry6
Experimental Evaluation of the Interaction among Neighboring Reinforcements in Geosynthetic-Reinforced Soils6
Pull-Out Capacity and Creep Behavior of Helical Piles in Frozen Ground6
Revisiting Methods for the Design of Rock Socketed Piles6
Nonlinear Lateral Response of RC Pile in Sand: Centrifuge and Numerical Modeling6
Seismic Site Classification from Surface Wave Data to Vs,30 without Inversion6
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability5
Pore Water Pressure Response during Tsunami Loading5
3D Numerical Analyses of Column-Supported Embankments: Failure Heights, Failure Modes, and Deformations5
Improving Hydraulic Conductivity Estimation for Soft Clayey Soils, Sediments, or Tailings Using Predictors Measured at High-Void Ratio5
CPT-Based Axial Capacity Design Method for Driven Piles in Clay5
Numerical Evaluation of Liquefaction Resistance for Desaturated Sands5
The Role of Liquefaction on the Seismic Response of Quay Walls during the 2014 Cephalonia, Greece, Earthquakes5
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy5
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 Variability5
Spread Footings on Green Stabilized Sand Layers over Weakly Bonded Residual Soil5
Assessment of Several Nominal Resistance Interpretation Criteria for Drilled Foundations5
Observed Performance and Analysis of SEM Cavern Construction in Downtown Los Angeles5
Probabilistic Predictive Model for Liquefaction Triggering in Layered Sites Improved with Dense Granular Columns5
Site Characterization of Existing and Abandoned Coal Ash Ponds Using Shear-Wave Velocity from Multichannel Analysis of Surface Waves5
Practical Considerations Regarding the Probability of Liquefaction in Engineering Design5
Stability Analysis and Control Measures of a Sanitary Landfill with High Leachate Level5
Experimental and Numerical Investigation of the Performance of Piles and Suction Caissons Subjected to Inclined Cyclic Loading in Cohesive Soils5
Infiltration through an Artificially Hydrophobized Silica Sand Barrier5
Erratum for “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu5
Load Transfer in Geosynthetic-Reinforced Piled Embankments with a Triangular Arrangement of Piles5
Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations5
Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays5
Displacement Mapping of Point Clouds for Retaining Structure Considering Shape of Sheet Pile and Soil Fall Effects during Excavation5
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures5
Nonlinear Inelastic-Degrading Structural Modeling Approach to Assess the Seismic Soil–Structure Interaction Response of Tall Buildings5
Soil Response to Repetitive Changes in Pore-Water Pressure under Deviatoric Loading5
Microstructural Analyses of a Stabilized Sand by a Deep-Mixing Method5
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits5
Calibration of Model Uncertainties for Fixed Steel Offshore Platforms Based on Observed Performance in Gulf of Mexico Hurricanes5
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns5
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation5
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations5
Effect of Casing and High-Strength Reinforcement on the Lateral Load Transfer Characteristics of Drilled Shaft Foundations5
Impact of Roots on Hydrogeological Parameters Supporting the Performance of a Cover with Capillary Barrier Effects5
Seismic Behavior of Rectangular Closed Diaphragm Walls in Gently Sloping Liquefiable Deposit: Dynamic Centrifuge Testing5
Liquefaction Mitigation of Silty Sands Using Rammed Aggregate Piers Based on Blast-Induced Liquefaction Testing5
Prediction of Pipe-Jacking Forces Using a Bayesian Updating Approach5
Settlement and Horizontal Earth Pressure behind Model Integral Bridge Abutment Induced by Simulated Seasonal Temperature Change5
Additional Analyses of the Fundão Tailings Storage Facility: In Situ State and Triggering Conditions5
Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP5
Radial Consolidation Analysis Using Delayed Consolidation Approach5
Analytical Solutions for Active Lateral Earth Force5
In-Ground Gravel–Rubber Panel Walls to Mitigate and Base Isolate Shallow-Founded Structures on Liquefiable Ground5
Numerical Investigation of Mechanisms Affecting Performance of Cyclically Loaded Tension Piles in Sand5
Material Point Method for Cone Penetration in Clays5
Water Adsorption–Induced Pore-Water Pressure in Soil5
Field Experiments on Cyclic Behaviors of Axially Loaded Piles Jacked in Soft Clay5
Dynamic Multimodal Response of Bender Element Transmitter5
Insights into Lateral Spread Displacement Patterns Using Remote Sensing Data from the 2011 Christchurch Earthquake4
Experimental Study on Seismic Instability of Pile-Supported Structure Considering Different Ground Conditions4
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events4
Seismic Bearing Capacity of Strip Foundations with Nonlinear Power-Law Yield Criterion Using the Stress Characteristics Method4
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission4
Centrifuge Modeling Study of Backward Erosion Piping with Variable Exit Size4
Cation Filtration of Montmorillonite on Hydraulic Conductivities of Some Bentonites in Artificial Seawater4
Identifying Soil Adsorptive Water by Soil Water Density4
Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay4
Strain Influence Diagrams for Settlement Estimation of Square Footings on Layered Sand4
Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel4
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table4
Discrepancy in the Critical State Void Ratio of Poorly Graded Sand due to Shear Strain Localization4
General Thermal Conductivity Function for Unsaturated Soils Considering Effects of Water Content, Temperature, and Confining Pressure4
Lateral Capacity Model for Backfills Reacting against Skew-Angled Abutments under Seismic Loading4
Probabilistic Liquefaction Triggering and Manifestation Models Based on Cumulative Absolute Velocity4
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles4
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior4
Multiobjective Optimization of Relief Well Operations to Improve Levee Safety4
Effect of Partial Drainage on Cyclic Strengths of Saturated Sands in Dynamic Centrifuge Tests4
Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure4
Multiple Thixotropisms of Liquid Limit–Consistency Clays Unraveled by Multiscale Experimentation4
On Porous Bonded Residual Soil in Natural and Dynamically Compacted States Through Plate Load Tests4
Delaney Park Geotechnical Array Dynamic Properties Inferred from the Magnitude 7.1 2018 Anchorage, Alaska, Earthquake Sequence4
Influence of Particle Size and Gradation on Liquefaction Potential and Dynamic Response4
Microbial-Induced Calcium Carbonate Precipitation to Accelerate Sedimentation of Fine Tailings4
Probabilistic Design Framework for Granular Filters4
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils4
Lateral Displacements of Geosynthetic-Reinforced Soil Walls in a Tiered Configuration4
Settlement Rate Increase in Organic Soils Following Cyclic Loading4
Investigation of Geotechnical Seismic Isolation Bed in Horizontal Vibration Mitigation4
Axisymmetric Simulations of Cone Penetration in Biocemented Sands4
Case Study: Unsaturated Embankment Failure on Soft Soils4
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils4
Displacements, Strains, and Shear Bands in Deep and Shallow Penetration Processes4
Model for Lateral Swelling Pressure in Unsaturated Expansive Soils4
Prediction of Radial Consolidation Settlement with Consideration of Sampling Range Effect: Updated Observational Methods4
Assessment of Consolidation-Induced Contaminant Transport for In Situ Capping of Subaqueous Contaminated Sediments4
Dynamic Ground Response during Vibratory Sheet Pile Driving4
A p-y Analysis of Laterally Loaded Offshore-Well Conductors and Piles Installed in Normally Consolidated to Lightly Overconsolidated Clays4
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils4
Drained Bearing Capacity of Shallowly Embedded Pipelines4
Temporal Development of Backward Erosion Piping in a Large-Scale Experiment4
Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays4
Smooth Nonlinear Hysteresis Model for Coupled Biaxial Soil-Pipe Interaction in Sandy Soils4
Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework4
Numerical Model for Heat Transfer in Layered Soil with Local Thermal Nonequilibrium4
Classification and State-Parameter Assessment of Granular Soils Using the Seismic Cone4
Time-Dependent Field Performance of Steel-Reinforced High-Density Polyethylene Pipes in Soil4
Numerical Simulation of the Effect of High Confining Pressure on Drainage Behavior of Liquefiable Clean Sand4
Contaminant Diffusion through a Novel Coextruded Vapor Barrier4
Geotechnical Centrifuge Investigation of the Effectiveness of a Novel Spudcan in Easing Spudcan–Footprint Interactions4
Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions4
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests4
Cyclic Capacity and Diving Potential of Novel Fish Anchor in Calcareous Silt4
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations4
Thermohydraulic Responses of Unsaturated Sand around a Model Energy Pile4
Correlation between Atterberg Limits and Soil Adsorptive Water4
Detection of Leakage of MSW-Landfill Leachates through a Liner Defect: Experimental and Analytical Methods4
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits4
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite4
True Liquefaction Triggering Curve4
Relevance of Dynamic Soil-Foundation-Structure Interaction for Pile-Supported Buildings4