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	120
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	58
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	56
Dynamic Ground Response during Vibratory Sheet Pile Driving	52
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	51
Large-Strain Consolidation Analysis for Clayey Sludge Improved by Horizontal Drains	44
Discussion of “Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils”	44
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
Discussion of “Effects of Drilling for Tieback Anchors on Surrounding Ground: Results from Field Tests”	41
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	40
2022 H. Bolton Seed Memorial Lecture: Evaluating Liquefaction Effects	40
Nonlinear Dynamic Analyses of Perris Dam Using Transition Probability to Model Interbedded Alluvial Strata	39
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	38
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	37
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	37
Reviewers	37
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	37
Mechanisms and Modeling of the Catastrophic Landslide Dam at Jure Village, Nepal	36
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	35
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	35
Discussion of “Foundation Settlement and Tilt of Millennium Tower in San Francisco, California”	34
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	33
Large-Scale Pile Load Tests in Mixed Sand and Soft Clay Ground: Impact of Aging and Stops in Driving	31

Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	31
Effect of Anisotropic Consolidation on Cyclic Liquefaction Resistance of Granular Materials via 3D-DEM Modeling	31
Rapid Drawdown Analyses of Sparmos Dam	30
Identification of Important Random Field Domain in Foundation Engineering through Reliability Sensitivity Analysis	29
Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures	29
Implications of Interparticle Forces on Resilient and Shear Modulus of Unsaturated Compacted Kaolinite	28
Centrifuge Tests of Cone-Penetration Test of Layered Soil	27
Assessment of Consolidation-Induced Contaminant Transport for In Situ Capping of Subaqueous Contaminated Sediments	27
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	27
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	26
Closure to “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	26
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	26
Three-Dimensional Coupled Finite-Element Analyses of the Seismic Performance of Onshore Wind Turbines on Liquefiable Soils	26
Discussion of “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	25
Soluble Salts Reduction and Metal Leaching Behavior of Dredged Sediment for Reuse in Highway Slope Applications	25
Numerical Modeling of Pumping-Induced Earth Fissures Using Coupled Quasi-Static Material Point Method	25
Effect of Overconsolidation on Cyclic Resistance of Soils	25
Closure to “SHANSEP-Based Interpretation of Overconsolidation Effect on Monotonic Shearing Resistance of Contractive Nonplastic Soils” by Jiarui Chen and Scott M. Olson	24
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	24
Closure to “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”	23
Discussion of “Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand”	23
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	22
Discussion of “Investigation of Cyclic Loading of Aged Piles in Sand’’ by David Igoe and Kenneth Gavin	22
Cavitation of Water in Soil	22
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	22
Stress History–Dependent Secondary Compression of San Francisco Bay Region Old Bay Clays	21
Discussion of “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	21
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	21
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	21
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	21
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	20
Full-Scale Tests of Skirt Penetration Resistance in Gravel for Offshore Wind Structures	20
Experimental Micro-Macromechanics: Critical States of Round/Angular Granular Mixtures	20
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	20
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	20
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	20
Discussion of “A Simple Method for Predicting Rainfall-Induced Shallow Landslides”	20
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	19
Elevated Temperature Effects on Geotextile–Geomembrane Interface Shear Behavior	19
Dictionary Learning of Spatial Variability at a Specific Site Using Data from Other Sites	19
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	19
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	19
CPT-Based Design Method for Axial Capacities of Drilled Shafts and Auger Cast-in-Place Piles	18
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	18
A Unified Model of Cyclic Shear–Volume Coupling and Excess Pore Water Pressure Generation for Sandy Soils under Various Cyclic Loading Patterns	18
Fiber-Optic Monitoring of a Twin Circular Shaft Excavation: Development of Circumferential Forces and Bending Moments in Diaphragm Walls	18
Experimental and SPH Modeling of Debris-Flow Impact on Dual Rigid Barriers with Deflector	18
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	17
Convective Drying Analysis of Transversely Isotropic Natural Clay	17
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	17

Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	17
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	17
Multiobjective Optimization of Relief Well Operations to Improve Levee Safety	17
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	16
A Unified Approach for the Analysis of CPT Partial Drainage Effects within a Critical State Soil Mechanics Framework in Mine Tailings	16
Interface Dynamic Shear Characteristics of Aging GMB/CCL Composite Liner	16
Large-Strain Consolidation of Sludge in Geotextile Tubes Considering Vacuum-Induced Rapid Consolidation and Soil Reconstitution	16
Evaluating Uncertainty Associated with Engineering Judgement in Predicting the Lateral Response of Conductors	16
Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand	16
Probabilistic Liquefaction Triggering and Manifestation Models Based on Cumulative Absolute Velocity	16
Numerical Implementation of a Stress-Anisotropy Model for Bearing Capacity Analysis of Circular Footings in Clays Prone to Destructuration	16
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	15
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit	15
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	15
Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test	15
Revised Soil Classification System: Implementation and Engineering Implications	15
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	15
Relief Well Evaluation: Three-Dimensional Modeling and Blanket Theory	15
Experimental Study of Suffusion in Sand–Clay Mixtures under Variably Saturated Conditions	15
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	15
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	15
Changes in Pore-Size Distribution and Hydraulic Conductivity of Compacted Soils by Grass-Derived Hydrochar	15
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	15
Effects of Active Axial Force Adjustment of Struts on Support System during Pit Excavation: Experimental Study	14
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	14
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	14
Piping Criteria for Hydraulically Stable Anisotropic Slopes	14
Performance of Tire Cell Foundation as a Subballast Capping Layer under Cyclic Train Loading	14
Full-Wavefield Surface Wave Method: Integrating Rigorous and Efficient Methods for Enhanced Subsurface Exploration	14
Experimental Study on Seismic Instability of Pile-Supported Structure Considering Different Ground Conditions	14
Multibench-Retained Excavations with Inclined–Vertical Framed Retaining Walls in Soft Soils: Observations and Numerical Investigation	14
Probabilistic Failure Envelopes of Monopiles in Scoured Seabed Based on a New Nonstationary Random Field Model	13
Sustainable Landfill Liner Using Local Soils and Wastes Amended with Bentonite: Hydraulic Conductivity and Stochastic Leachate Transport Modeling	13
A Simplified Method for Bearing-Capacity Analysis of Energy Piles Integrating Temperature-Dependent Model of Soil–Water Characteristic Curve	13
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	13
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	13
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	13
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	13
Instability Conditions of a Silty Sand under Monotonic Loads in Simple Shear Tests	13
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	13
Hierarchical Bayesian Approach to Estimating Variability of Liquefaction Resistance of Sandy Soils Considering Individual Differences in Laboratory Tests	13
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	13
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	13
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	13
Liquefaction Assessment in Unsaturated Soils	13
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	13
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	13
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	12
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	12
Using Boundary Transform Method to Solve Geotechnical Problems with Mixed-Type Boundary Conditions	12
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	12
Numerical Modeling of Liquefaction-Induced Downdrag: Validation against Centrifuge Model Tests	12
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	12
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles	12
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	12
Statistical Crushing of Hollow Calcareous Sediments	11
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	11
Inclined Pullout Capacity of Suction Anchors in Clay over Silty Sand	11
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	11
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	11
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	11
The Quay Walls of Amsterdam, Netherlands: An Approach for Collapse Risk Mitigation at the Municipal Scale Based on Multisource Monitoring and Surveying Data	11
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	11
Permanent Sheet Pile Wall in Soft Sensitive Clay	11
Experimental Investigation of Rate Effects on the Uplift Response of Surface and Skirted Circular Shallow Foundations	11
An Alternative Approach to Dynamic Earth Pressure Coefficients to Improve the Seismic Limit State Design of Earth-Retaining Structures	11
Erratum for “Energy-Based Liquefaction Triggering Model”	11
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	11
Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure	11
Erratum for “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”	10
Distributed Fiber-Optic Strain Sensing in Deep Mixed Columns	10
Investigation of Piping Erosion in Embankment Dams with Downstream Filters	10
Dredged Clay Treatment Consolidation Theory by Air-Booster Vacuum Preloading	10
Improved Prediction of Peak Resistance for Spudcan Penetration in Sand Layer Overlying Clay	10
Discussion of “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”	10
Closure to “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”	10
Validity of Local Thermal Equilibrium Assumption for Heat Transfer in a Saturated Soil Layer	10
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	10
Large-Strain Damping of Sands: Parameter Effects	10
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	10

Cyclic Strain Approach for the Analysis of Ocean Wave Liquefaction	10
Effect of Keying-Induced Soil Remolding on the Ultimate Pull-Out Capacity and Embedment Loss of Strip Anchors in Clay	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
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	10
Field Evaluation of the Installation and Pullout of Snakeskin-Inspired Anchorage Elements	10
Erratum for “Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure” by Jorge Romana Giraldo and L. Sebastian Bryson	10
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	10
Instrumented Plate to Study Soil Cracking Dynamics during Wetting–Drying Cycles	10
Impact of Roots on Hydrogeological Parameters Supporting the Performance of a Cover with Capillary Barrier Effects	10
Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays	10
Axial Resistance of Pipelines with Enlarged Joints	10
Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	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	9
A Comprehensive Optimization Study of Microbially Induced Carbonate Precipitation for Soil Strength Enhancement: Impact of Biochemical and Environmental Factors	9
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	9
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	9
Discussion of “Correlation between Atterberg Limits and Soil Adsorptive Water” by Baochun Zhou and Ning Lu	9
Geotechnical Analysis of a Mat Foundation Supporting a Wellhead Platform	9
Field Observation of Construction-Induced Liquefaction during Closure of a Coal Ash Impoundment	9
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials	9
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	9
Displacement Hazard Analysis of Earth Structures Affected by Subduction Zone and Shallow Crustal Earthquakes	9
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	9
Probabilistic Soil Strata Delineation Using DPT Data and Bayesian Changepoint Detection	9
Behavior of Piggy-Backed Drag Embedment Anchors in Marine Soils	9
Thermal Response of Energy Screw Piles Connected in Series	9
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	9
Analytical Solutions for General Two-Wedge Stability	9
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	9
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	9
Infiltration Model of Rheological Bentonite Slurry through Sands	9
Nanosilica Grout Permeation in Sand: Experimental Investigation and Modeling	9
MPM Simulation of the Installation of an Impact-Driven Pile in Dry Sand and Subsequent Axial Bearing Capacity	9
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	9
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	9
Cyclic Behavior of K0-Consolidated Soft Clay under Stress Paths with Different Major Principal Stress Directions	9
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	9
Applying Network Modeling to Determine Seepage-Induced Forces on Soil Particles	9
Discussion of “Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand” by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado	9
Ventilated Well Method for Efficient Dewatering of Soft Soils: Experimental Investigations	8
Causes of High Internal Pore Pressure in a Downward-Draining MSW Landfill	8
Evaluation of Roundness Parameters in Use for Sand	8
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	8
Discussion of “Advancement in Estimation of Undrained Shear Strength through Fall Cone Tests” by Abhishek Ghosh Dastider, Santiram Chatterjee, and Prasenjit Basu	8
Closure to “Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes” by Jonathan D. Bray and Jorge Macedo	8
Experimental Investigations of the Stress Path Dependence of Weakly Cemented Sand	8
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	8
Displacement-Based Design of Axially Loaded Piles for Seismic Loading and Liquefaction-Induced Downdrag	8
Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	8
Evaluating Ground Reaction Curves from Single to Multiple Trapdoor Tests	8
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression	8
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	8
Thermal Conductivity of Biocemented Graded Sands	8
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	8
Bayesian Optimization for CPT-Based Prediction of Impact Pile Drivability	8
Discussion of “A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils”	8
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	8
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	8
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	8
Muskeg Soil Stabilization Using the Microbially Induced Calcite Precipitation Technique by the Urease Active Bioslurry Approach	8
Evaluation of Parametric Breach Models from Prototype and Historical Embankment Dams under Overtopping Conditions	8
Assessing Water Erosion Improvement in Beach Sand Treated with Bioslurry Using a Surface Percolation Technique	8
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	8
Limitations of Surface Liquefaction Manifestation Severity Index Models Used in Conjunction with Simplified Stress-Based Triggering Models	8
Direct Injection of Aluminum–Organic Matter Flocs to Reduce Soil Permeability and Create a Vertical Flow Barrier In Situ	8
Field Monitoring and Laboratory Testing for an Integrated Modeling of River Embankments under Transient Conditions	8
Closure to “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	8
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	8
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	7
Nonlinear Seismic Response Analysis of Pile Foundations Interacting with Improved and Unimproved Soft Clay	7
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	7
Effect of Fines Content on Calcium Carbonate Precipitation and Thermal Properties of Biocemented Sand	7
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands	7
Cyclic Behavior of Saturated Clays in Plane Strain State	7
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	7
Reusing Life-Expired Railway Ballast: Laboratory Testing, Shape Analysis, and Petrographic Evaluation	7
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	7
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	7
Space-Time Pressure Distribution Applied to a Stiff Concrete Structure through a Protective Sand Layer from Full-Scale Experimental Rockfall Tests	7
Liquefaction Susceptibility and Cyclic Response of Intact Nonplastic and Plastic Silts	7
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	7
Curved Strain Wedge Analysis of Laterally Loaded Flexible Piles in Various Soil Types	7
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	7
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	7
Mechanical Behavior of Natural Granite Residual Soil in Simple Shear	7
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	7
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	7
The Liquefaction and Cyclic Mobility Performance of Embankment Systems Constructed with Different Sand Gradations	7
Evaluation of Soil–Structure Interface Models	7
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	7
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	7
Pore Water Pressure Development in Soft Soil due to Installation and Loading of Controlled Modulus Columns	7
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	7
Investigation of Cyclic Loading of Aged Piles in Sand	7
Modeling the Excess Porewater Pressure Buildup in Pyroclastic Soils Subjected to Cyclic Loading	7