Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Discussion of “Shear Strength Anisotropy of Natural Granite Residual Soil” by Xinyu Liu, Xianwei Zhang, Lingwei Kong, Song Yin, and Yiqing Xu	126
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	76
Monitoring and Modeling Tidally Induced Pore-Pressure Oscillations in the Soil of St. Mark’s Square in Venice, Italy	72
Penetration Lengths of Agar Gum and Gellan Gum Used for Injection Grouting into Porous Media at Different Pressures	67
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	60
Dynamic Ground Response during Vibratory Sheet Pile Driving	54
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	49
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	44
Discussion of “Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests”	43
Discussion of “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	43
Seismic Interactions among Multiple Structures Founded on Liquefiable Soils in a City Block	43
Closure to “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	43
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	41
Nonlinear Dynamic Analyses of Perris Dam Using Transition Probability to Model Interbedded Alluvial Strata	40
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	39
Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal	38
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	38
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	38
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	37
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	35
Discussion of “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	35
Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving	33
Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling	32
Rapid Drawdown Analyses of Sparmos Dam	32
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	31

Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis	31
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite	30
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	29
Permanent Sheet Pile Wall in Soft Sensitive Clay	29
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	28
Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains	28
Using Boundary Transform Method to Solve Geotechnical Problems with Mixed-Type Boundary Conditions	28
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	28
Experimental and SPH Modeling of Debris-Flow Impact on Dual Rigid Barriers with Deflector	28
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	27
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	27
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	26
Centrifuge Tests of Cone-Penetration Test of Layered Soil	26
Closure to “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	26
Assessment of Consolidation-Induced Contaminant Transport for In Situ Capping of Subaqueous Contaminated Sediments	26
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils	26
Soluble Salts Reduction and Metal Leaching Behavior of Dredged Sediment for Reuse in Highway Slope Applications	25
Effect of Overconsolidation on Cyclic Resistance of Soils	25
Numerical Modeling of Pumping-Induced Earth Fissures Using Coupled Quasi-Static Material Point Method	25
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	25
Discussion of “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	25
Closure to “SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils” by Jiarui Chen and Scott M. Olson	25
Discussion of “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	24
Discussion of “New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings” by Wen-Bo Chen, Wei-Qiang Feng, Jian-Hua Yin, Jin-Miao Chen, Lalit Borana	24
Discussion of “Investigation of Cyclic Loading of Aged Piles in Sand’’ by David Igoe and Kenneth Gavin	24
Discussion of “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”	24
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	24
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	24
Closure to “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”	24
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	23
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	22
Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays	22
Closure to “Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal” by Pham Van Tien, Le Hong Luong, Kyoji Sassa, Kaoru Takara, Maskey Sumit, Tran Thanh Nhan, Khang Dang, and	22
Discussion of “A Simple Method for Predicting Rainfall-Induced Shallow Landslides”	21
Full-Wavefield Surface Wave Method: Integrating Rigorous and Efficient Methods for Enhanced Subsurface Exploration	21
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	21
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior	21
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	21
Discussion of “Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors” by M. Guevara, J. P. Doherty, C. Gaudin, and P. G. Watson	21
Experimental Micro-Macromechanics: Critical States of Round/Angular Granular Mixtures	21
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	21
Fiber-Optic Monitoring of a Twin Circular Shaft Excavation: Development of Circumferential Forces and Bending Moments in Diaphragm Walls	20
Reviewers	20
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	20
Multiobjective Optimization of Relief Well Operations to Improve Levee Safety	19
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	19
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	19
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	19
Full-Scale Tests of Skirt Penetration Resistance in Gravel for Offshore Wind Structures	18
Numerical Implementation of a Stress-Anisotropy Model for Bearing Capacity Analysis of Circular Footings in Clays Prone to Destructuration	18

Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	18
Interface Dynamic Shear Characteristics of Aging GMB/CCL Composite Liner	18
Dictionary Learning of Spatial Variability at a Specific Site Using Data from Other Sites	18
Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand	18
Probabilistic Liquefaction Triggering and Manifestation Models Based on Cumulative Absolute Velocity	17
A Unified Approach for the Analysis of CPT Partial Drainage Effects within a Critical State Soil Mechanics Framework in Mine Tailings	17
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	17
Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors	17
Large-Strain Consolidation of Sludge in Geotextile Tubes Considering Vacuum-Induced Rapid Consolidation and Soil Reconstitution	17
Changes in Pore-Size Distribution and Hydraulic Conductivity of Compacted Soils by Grass-Derived Hydrochar	16
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	16
Relief Well Evaluation: Three-Dimensional Modeling and Blanket Theory	16
Experimental Study of Suffusion in Sand–Clay Mixtures under Variably Saturated Conditions	16
Revised Soil Classification System: Implementation and Engineering Implications	16
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	16
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	16
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	16
Probabilistic Failure Envelopes of Monopiles in Scoured Seabed Based on a New Nonstationary Random Field Model	15
Effects of Active Axial Force Adjustment of Struts on Support System during Pit Excavation: Experimental Study	15
Performance of Tire Cell Foundation as a Subballast Capping Layer under Cyclic Train Loading	15
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	15
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	15
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	15
Experimental Study on Seismic Instability of Pile-Supported Structure Considering Different Ground Conditions	15
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	15
Sustainable Landfill Liner Using Local Soils and Wastes Amended with Bentonite: Hydraulic Conductivity and Stochastic Leachate Transport Modeling	15
Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test	15
Multibench-Retained Excavations with Inclined–Vertical Framed Retaining Walls in Soft Soils: Observations and Numerical Investigation	15
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	15
Piping Criteria for Hydraulically Stable Anisotropic Slopes	15
Instability Conditions of a Silty Sand under Monotonic Loads in Simple Shear Tests	15
A Simplified Method for Bearing-Capacity Analysis of Energy Piles Integrating Temperature-Dependent Model of Soil–Water Characteristic Curve	14
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	14
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	14
Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests	14
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	14
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	14
Erratum for “Energy-Based Liquefaction Triggering Model”	14
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	14
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	14
Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure	14
Erratum for “Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure” by Jorge Romana Giraldo and L. Sebastian Bryson	13
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	13
Hierarchical Bayesian Approach to Estimating Variability of Liquefaction Resistance of Sandy Soils Considering Individual Differences in Laboratory Tests	13
Experimental Investigation of Rate Effects on the Uplift Response of Surface and Skirted Circular Shallow Foundations	13
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	13
Distributed Fiber-Optic Strain Sensing in Deep Mixed Columns	13
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	13
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	13
Statistical Crushing of Hollow Calcareous Sediments	13
Erratum for “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”	13
Convective Drying Analysis of Transversely Isotropic Natural Clay	13
CPT-Based Design Method for Axial Capacities of Drilled Shafts and Auger Cast-in-Place Piles	13
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	13
The Quay Walls of Amsterdam, Netherlands: An Approach for Collapse Risk Mitigation at the Municipal Scale Based on Multisource Monitoring and Surveying Data	13
An Alternative Approach to Dynamic Earth Pressure Coefficients to Improve the Seismic Limit State Design of Earth-Retaining Structures	13
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	12
Cavitation of Water in Soil	12
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	12
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	12
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	12
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	12
2022 H. Bolton Seed Memorial Lecture: Evaluating Liquefaction Effects	12
Liquefaction Assessment in Unsaturated Soils	12
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	12
Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand	12
A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns	12
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	11
Large-Strain Damping of Sands: Parameter Effects	11
Nonstationary Shear-Wave Velocity Randomization Approach to Propagate Small-Scale Spatial Shear-Wave Velocity Heterogeneities into Seismic Response	11
Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay	11
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	11
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	11
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	11
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	11
Cyclic Strain Approach for the Analysis of Ocean Wave Liquefaction	11
Improved Prediction of Peak Resistance for Spudcan Penetration in Sand Layer Overlying Clay	11
Field Evaluation of the Installation and Pullout of Snakeskin-Inspired Anchorage Elements	11
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	11
Impact of Roots on Hydrogeological Parameters Supporting the Performance of a Cover with Capillary Barrier Effects	11

Instrumented Plate to Study Soil Cracking Dynamics during Wetting–Drying Cycles	11
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	11
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	11
Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading	11
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	10
Cyclic Behavior of K0-Consolidated Soft Clay under Stress Paths with Different Major Principal Stress Directions	10
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	10
Axial Resistance of Pipelines with Enlarged Joints	10
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	10
Probabilistic Soil Strata Delineation Using DPT Data and Bayesian Changepoint Detection	10
Discussion of “Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand” by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado	10
Closure to “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”	10
Closure to “Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors” by M. Guevara, J. P. Doherty, C. Gaudin, and P. G. Watson	10
Discussion of “Correlation between Atterberg Limits and Soil Adsorptive Water” by Baochun Zhou and Ning Lu	10
Field Observation of Construction-Induced Liquefaction during Closure of a Coal Ash Impoundment	10
Displacement Hazard Analysis of Earth Structures Affected by Subduction Zone and Shallow Crustal Earthquakes	10
Geotechnical Analysis of a Mat Foundation Supporting a Wellhead Platform	10
Discussion of “Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling” by Andrea Franza and Giulia M. B. Viggiani	10
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials	10
Discussion of “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”	10
Closure to “Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance” by J. G. Gutierrez-Ch, G. Song, C. M. Heron, A. Marshall, and R. Jimenez	10
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	10
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	10
Applying Network Modeling to Determine Seepage-Induced Forces on Soil Particles	10
Infiltration Model of Rheological Bentonite Slurry through Sands	10
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	10
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	10
Closure to “Undrained Cyclic Response of K0-Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions” by K. Pan, X. M. Liu, Z. X. Yang, R. J. Jardine, and Y. Q. Cai	10
Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays	10
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	10
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	9
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models	9
Direct Injection of Aluminum–Organic Matter Flocs to Reduce Soil Permeability and Create a Vertical Flow Barrier In Situ	9
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	9
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	9
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	9
Displacement-Based Design of Axially Loaded Piles for Seismic Loading and Liquefaction-Induced Downdrag	9
Shallow Seafloor Sediments: Density and Shear Wave Velocity	9
Soil Shrinkage: Underlying Mechanisms Revealed by Intergranular Stress	9
Closure to “Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes” by Jonathan D. Bray and Jorge Macedo	9
Analytical Solutions for General Two-Wedge Stability	9
Evaluation of Different Methods for Cone Resistance Assessment from Dynamic Penetration Tests	9
Thermal Conductivity of Biocemented Graded Sands	9
Closure to “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	9
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	9
Reviewers	9
Discussion of “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”	9
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	9
Discussion of “Advancement in Estimation of Undrained Shear Strength through Fall Cone Tests” by Abhishek Ghosh Dastider, Santiram Chatterjee, and Prasenjit Basu	9
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	9
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	9
Evaluation of Roundness Parameters in Use for Sand	9
Pore Water Pressure Development in Soft Soil due to Installation and Loading of Controlled Modulus Columns	8
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM	8
Ventilated Well Method for Efficient Dewatering of Soft Soils: Experimental Investigations	8
Assessing Water Erosion Improvement in Beach Sand Treated with Bioslurry Using a Surface Percolation Technique	8
Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	8
Improved Relationships for the Pile Base Response in Sandy Soils	8
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	8
Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay	8
Evaluation of Soil–Structure Interface Models	8
Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking	8
Space-Time Pressure Distribution Applied to a Stiff Concrete Structure through a Protective Sand Layer from Full-Scale Experimental Rockfall Tests	8
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	8
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	8
MPM Simulation of the Installation of an Impact-Driven Pile in Dry Sand and Subsequent Axial Bearing Capacity	8
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	8
Evaluating Ground Reaction Curves from Single to Multiple Trapdoor Tests	8
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	8
Liquefaction Potential and Sediment Ejecta Manifestation of Thinly Interbedded Sands and Fine-Grained Soils: Palinurus Road Site in Christchurch Subjected to 2010–2011 Canterbury Earthquake Sequence	8
Probabilistic Prediction of Consolidation Settlement and Pore Water Pressure Using Variational Autoencoder Neural Network	8
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	8
The Liquefaction and Cyclic Mobility Performance of Embankment Systems Constructed with Different Sand Gradations	8
Effect of Fines Content on Calcium Carbonate Precipitation and Thermal Properties of Biocemented Sand	8
General Thermal Conductivity Function for Unsaturated Soils Considering Effects of Water Content, Temperature, and Confining Pressure	8
Investigation of Cyclic Loading of Aged Piles in Sand	8
Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types	8
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	8
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	8
Causes of High Internal Pore Pressure in a Downward-Draining MSW Landfill	8
Muskeg Soil Stabilization Using the Microbially Induced Calcite Precipitation Technique by the Urease Active Bioslurry Approach	8
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	8
Reusing Life-Expired Railway Ballast: Laboratory Testing, Shape Analysis, and Petrographic Evaluation	8
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading	8
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	8
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	8
Mechanical Behavior of Natural Granite Residual Soil in Simple Shear	8
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	8
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	8
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	7
Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions	7
A Bounding Surface Model for Cemented Soil at Small and Large Strains	7
Bayesian Optimization for CPT-Based Prediction of Impact Pile Drivability	7
Nanosilica Grout Permeation in Sand: Experimental Investigation and Modeling	7
Validity of Local Thermal Equilibrium Assumption for Heat Transfer in a Saturated Soil Layer	7