Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
On the In Situ Cyclic Resistance of Natural Sand and Silt Deposits	128
Discussion of “Experimental Study of the Thixotropic Strength Recovery and Microstructural Evolution of Marine Clays”	94
Effect of Aspect Ratio on Bearing Capacity of Footings in Structured Clay	75
Discussion of “Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses” by Jonathan P. Stewart and Kioumars Afshari	72
Soluble Salts Reduction and Metal Leaching Behavior of Dredged Sediment for Reuse in Highway Slope Applications	63
Practical Approach for Data-Efficient Metamodeling and Real-Time Modeling of Monopiles Using Physics-Informed Multifidelity Data Fusion	57
Mechanical Characterization of Coarse-Grained Waste Rocks Using Large-Scale Triaxial Tests and Neuroevolution of Augmenting Topologies	52
Centrifuge Model Tests Investigating Initiation and Propagation of Pile Tip Damage during Driving	49
Effect of Relative Density and Particle Morphology on the Bearing Capacity and Collapse Mechanism of Strip Footings in Sand	47
Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition	47
Effect of Overconsolidation on Cyclic Resistance of Soils	46
Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests	44
Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket	44
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	43
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	41
Applying Knowledge-Guided Machine Learning to Slope Stability Prediction	41
Assessments of Water Sorption Methods to Determine Soil’s Specific Surface Area	41
Calibration of Pore Pressure Model for the Liquefaction Prediction of Soils Based on Behavior of Clean Sand, Magnitude Scaling Factor, and Initial Stress Level	41
Effects of Multitiered Configuration on the Internal Stability of GRS Walls	41
Laboratory Investigation of the Effects of Blanket Defect Size on Initiation of Backward Erosion Piping	39
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	38
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	38
Discussion of “Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications”	36
Effect of Gradation and Particle Shape on the Limiting Compression Curves of Sand-Sized Siliceous Materials	36
A New Method for Simultaneous Measurements of Gas Dispersion Coefficient and Gas Coefficient of Permeability of Unsaturated Soils	35

Finding the Mudline: Automatization of Seabed Impact Selection for a Portable Free-Fall Penetrometer	32
Centrifuge Modeling and DIC of Dynamic Compaction on Sandy Soils with Shallow Water Table	32
Centrifuge Modeling of Shallow Foundation Lateral Disconnection to Reduce Seismic Vulnerability	32
Load and Resistance Factor Design for Serviceability Limit State of Laterally Loaded Drilled Shafts for Transmission Line Structures in Sands	31
Lateral Pile Resistance, Wall Displacement, and Induced Reinforcement Force for Laterally Loaded Single Piles Near Mechanically Stabilized Earth Walls	31
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	30
Application of EPS Geofoam below Soil–Steel Composite Bridge Subjected to Seismic Excitations	30
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	29
Semiempirical Model of Vibration-Induced Ground Deformations due to Impact Pile Driving	29
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	29
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	29
Liquefaction Mitigation of Silty Sands Using Rammed Aggregate Piers Based on Blast-Induced Liquefaction Testing	29
A Parametric Study on the Effect of Drainage on Sand Liquefaction under High Overburden Pressure	29
Predicting Wall Deflections for Deep Excavations with Servo Struts in Soft Clay	29
Accounting for Intrinsic Soil Properties and State Variables on Liquefaction Triggering	28
Near-Field and Far-Field Ground-Borne Vibration Mitigation Using Bamboo-Filled Wave Barriers	28
Unsaturated Infinite Slope Stability Considering Surface Flux Conditions: A Correction	28
Shallow Seafloor Sediments: Density and Shear Wave Velocity	28
Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests	27
Closure to “Load Response and Soil Displacement Field for a Vertically Loaded Strip Footing on Sand Underlain by a Stiff Base”	27
Centrifuge Modeling of Downward Soil Arching below Excavation Base in Dry Sand	27
Assessments of Liquefaction Triggering Using In Situ and Laboratory Tests in Pohang, South Korea	27
Large-Strain Consolidation of Sludge in Multiple-Drainage Geotextile Tubes	27
Crystal Growth of MICP through Microfluidic Chip Tests	26
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	26
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	26
Smart Soil Nails	25
Long-Term Response of Sand Subjected to Repetitive Simple Shear Loading: Shakedown, Ratcheting, and Terminal Void Ratio	25
Experimental and Coupled Eulerian–Lagrangian Numerical Analyses of the Pullout Behavior of a Bearing Bar Reinforcement System	25
Biocementation of a Well-Graded Gravelly Soil and Macromechanical Characterization	24
Robust Geotechnical Design of Piles Incorporating System Reliability	24
Simplified Method for the Lateral, Rotational, and Torsional Static Stiffness of Circular Footings on a Nonhomogeneous Elastic Half-Space Based on a Work-Equivalent Framework	24
Bearing Performance of Finned Suction Caissons under Combined VHMT Loading in Clay	24
Introduction to the 21st Ralph B. Peck Award Lecture	23
Empirical Probability Distribution Models for Soil-Layer Thicknesses of Liquefiable Ground	23
Mobilized Shear Strength of Overconsolidated Seattle Clays	23
Full-Scale Field Studies to Evaluate Deep Soil Mixing in Stabilizing Expansive Soils	23
Erratum for “Image-Based 3D Reconstruction of Granular Grains via Hybrid Algorithm and Level Set with Convolution Kernel” by Pin Zhang, Zhen-Yu Yin, and Qiushi Chen	23
Microbial-Induced Calcium Carbonate Precipitation to Accelerate Sedimentation of Fine Tailings	22
Wildfire Ash Composition and Engineering Behavior	22
Extended TTS Model for Thermal and Mechanical Creep of Clay and Sand	22
The Equivalent Sand Particle Diameter Approach to Rationally Estimate the Erosion Behavior of Fine-Grained Riverbed Soils	22
Experimental Study of Water Infiltration into a Partially Sealed Levee	22
Various Bacterial Attachment Functions and Modeling of Biomass Distribution in MICP Implementations	22
Role of Footing Embedment on Tunnel–Foundation Interaction	21
Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement	21
Seismic Performance of a Rocking Pile Group Supporting a Bridge Pier	21
Application of Suction Monitoring for Cyclic Triaxial Testing of Compacted Soils	21
Discussion of “Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles” by Hai Lin, Sean T. O’Donnell, Muhannad T. Suleim	20
Tunneling-Induced Deformation of Bare Frame Structures on Sand: Numerical Study of Building Deformations	20

Closure to “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	20
Unravelling Champlain Clay Subsidence: Integrating Persistent Scatterer InSAR and Finite-Element Modeling	19
Geometrical Nonlinearities on the Bearing Capacity in Clay: A Validation Data Set for Numerical Tools	19
In Situ Shear Modulus Measurements in a Fractured High-Porosity Chalk Mass	19
Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand	19
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	19
Improving Semianalytical Predictions of Long-Term Basement Heave in Over-Consolidated Clay	19
Centrifuge Performance of SCM Wall–Reinforced Pile-Supported Wharf Subjected to Yard Loads	19
Shake-Table Test Study of Dynamic Response of Soil–Pile Interaction System in Seasonally Frozen Soil Regions	18
Improved Estimation of the Seismically Induced Active Earth Thrust on a Cantilever Retaining Wall at the Preliminary Design Stage	18
Isothermal Dual-Phase Flow Modeling to Assess the Impact of Gas Collection on Geotechnical and Hydraulic Performance of Landfills	18
Stress Path Tests with Local Deformation Profile in Flexible Boundary Plane Strain Device	18
Classification of Sand Using Deep Learning	18
Method for Estimating Fully Coupled Response of Deep Excavations in Soft Clays	18
Seismic Compression of Unsaturated Silty Sands: A Strain-Based Approach	17
Centrifuge Investigation of Groundwater-Induced Footing Settlement in Sand Considering Rising and Falling GWL Phases	17
Experimental Investigation of the Evolution of Suffusion in Gap-Graded Arched Soils at Different Soil Arching Ratios	17
Thermal Effects on Shear Characteristics of Unbound Granular Materials under Drained Conditions	17
Time Dependence of Neutral Plane Position in a PHC-Supported Soft Subgrade	17
A Novel Analytical Solution for Slurry Consolidation Induced by a Vacuum-Assisted Prefabricated Horizontal Drain	17
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	17
Effect of Smear Distribution on the Load-Bearing Mechanisms of Rock-Socketed Piles in Soft Rocks	17
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”	16
LRFD Calibration of Internal Limit States for Polymer Strap MSE Walls	16
Active Sourced Wavefield Modeling for Layered Half-Space	16
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	16
Probabilistic Structural System Response to Differential Settlement Resulting from Spatially Variable Soil	16
Field Hydrology of Armored Earthen Final Covers with and without Vegetation	16
Discussion of “Case History: Failure of the Reinforced Soil Slope at Yeager Airport, Charleston, West Virginia” by Daniel R. VandenBerge, R. J. Valentine, Thomas L. Brandon, and Stephen G. Wright	16
Soil Thermal Response to Temperature Cycles and End Boundary Conditions of Energy Piles	16
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	16
Quantification of Stratigraphic Transition Location Uncertainty for Tunneling Projects	16
An Elastoplastic Model for Predicting Kinematics and Trajectories of Suction-Embedded Plate Anchors under Eccentric Loading in Clay	16
A Probabilistic Geostatistics-Based Approach to Tunnel Boring Machine Cutter Tool Wear and Cutterhead Clogging Prediction	16
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials	15
Dynamic Performance of a Railway Subgrade Reinforced by Battered Grouted Helical Piles	15
Displacements, Strains, and Shear Bands in Deep and Shallow Penetration Processes	15
LRFD Calibration of Facing Limit States for Soil Nail Walls	15
Soil Arching Mechanisms Resulting from Excess Pore Pressure Dissipation Following Blast-Induced Liquefaction	15
Discussion of “Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System’’ by Aaron P. Gallant, Ehab Shatnawi, and Danilo Botero-Lopez	15
Closure to “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, a	15
Evaluation of the Performance of Hybrid Geosynthetic–Reinforced Soil Walls Subjected to Rainfall in a Geotechnical Centrifuge	15
Undrained Cyclic Response of K0–Consolidated Stiff Cretaceous Clay under Wheel Loading Conditions	15
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	15
Closure to “Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System’’ by Aaron P. Gallant, Ehab Shatnawi, and Danilo Botero-Lopez	15
An Experimental Investigation of the Liquefaction Resilience of Dual Row Retaining Walls Using Centrifuge Modeling	15
Evolution of Soil Arching in Geosynthetic-Reinforced Pile-Supported Embankment of a High-Speed Railway under Long-Term Train Traffic Loading and Excessive Subsoil Settlement	15
Strength Behavior of Temperature-Dependent MICP-Treated Soil	15
A 3D-DEM Model for Tropical Residual Soils under Monotonic and Cyclic Loadings	15
Thermal Conductivity Function for Fine-Grained Unsaturated Soils Linked with Water Retention by Capillarity and Adsorption	15
Validating a Unified Effective Stress Equation for Soil	15
A General Model for Temperature-Dependent Soil Suction	15
Thermal Regime of Highway Embankments in the Arctic: Field Observations and Numerical Simulations	15
Cementation State of Sand Judged by the Stress−Dilatancy Relationship from a Single Drained Triaxial Test	15
CPTu-Based Spatial Variability Assessment of Thickened and Conventional Mine Tailings	14
Use of Combined Static and Dynamic Testing to Quantify the Participation of Particles in Stress Transmission	14
Generic Models for Predicting Coseismic Displacements of Earth Slopes Based on Numerical Analysis and Machine Learning Algorithm	14
Nondestructive Evaluation of Pile Length for High-Mast Light Towers	14
Closure to “Effect of Viscoplasticity on Localization in Saturated Clays and Plastic Silts”	14
Progressive Response and Dynamic Behavior of Loose Gravel–Sand Mixtures	14
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	14
Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures	14
Discussion of “Revised Soil Classification System: Implementation and Engineering Implications”	14
Centrifuge Modeling of Fines Content Influence on Liquefaction Behaviors of Loose Gravelly Soils	14
Robust Calibration of Shaft and Base Resistance Factors for Piles Based on Multiobjective Optimization	14
Instrumentation and Monitoring of a Steel-Reinforced MSE Wall	14
A Temperature-Dependent Model for Ultimate Bearing Capacity of Energy Piles in Unsaturated Fine-Grained Soils	13
Bayesian Network Prediction of Stiffness and Shear Strength of Sand	13
Cadia TSF Failure Assessment Considering Triggering and Posttriggering Mechanisms	13
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	13
Discussion of “Poisson’s Ratio Characteristic Curve of Unsaturated Soils” by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard	13
Centrifuge Model Studies on the Mechanical Behavior of a Buried Pipe with Voids Surrounding the Bottom and the Effectiveness of EPS as a Countermeasure	13
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	13
Discussion of “Uniqueness of Suction Stress Value at Liquid Limit of Soil”	12
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	12
Evaluation of Ground Failure Potential Due to Soil–Structure Interaction and Vertically Propagating Shear Waves	12
Unified Elastic Modulus Characteristic Curve Equation for Variably Saturated Soils	12
Performance Analysis of Shored Mechanically Stabilized Earth Walls with Wrapped Facing Using Numerical Simulations	12
Contributions of Particle–Fluid, Collisional, and Colloidal Interactions to Rheological Behavior of Soil–Water Mixtures	12
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	12

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	12
Discussion of “Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls’’ by Saif Jawad, Jie Han, Mahdi Al-Naddaf, and Ghaith Abdulrasool	12
Simplified Procedure to Identify the Critical State Line of Crushable Rockfills	12
Discussion of “Settlement Estimation of Piled Rafts for Initial Design” by Priyanka Bhartiya, Tanusree Chakraborty, and Dipanjan Basu	12
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	12
Modeling Erodibility of Cohesive Soils Based on Rotating Surface Erosion Tests	12
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	12
Potential Application of Nuclear Magnetic Resonance to Infer In Situ Degree of Saturation in Tailings	12
Seismic Slope Displacement Procedure for Interface and Intraslab Subduction Zone Earthquakes	12
Discussion of “Effects of Movement Induced by Ground Improvement on the Performance of an Excavation Support System in Underconsolidated Clay”	12
Reviewers	12
Postliquefaction Reconsolidation Settlement of a Soil Deposit Considering Spatially Variable Properties and Ground Motion Variability	12
Statistical Crushing of Hollow Calcareous Sediments	12
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	12
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	11
A Soil Hydraulic Conductivity Equation Incorporating Adsorption and Capillarity	11
The Effect of Crusts on the Undrained Vertical Penetration Resistance of Pipelines	11
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	11
Erosion Mitigation Using Grass, Riprap, Lime, and Enzymes	11
Cyclic Strain Approach for the Analysis of Ocean Wave Liquefaction	11
Centrifuge and Numerical Modeling of Liquefied Flow and Nonliquefied Slide Failures of Tailings Dams	11
3D FEM Back Analysis of the Observed Performance of a Very Deep Excavation in the Historical Center of Naples, Italy	11
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	11
Bridge in Narrow Waterway: Seismic Response and Liquefaction-Induced Deformations	11
Displacement Hazard Analysis of Earth Structures Affected by Subduction Zone and Shallow Crustal Earthquakes	11
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	11
Hydraulic and Geochemical Characteristics of a Geosynthetic Clay Liner Exhumed from an Exposed Composite Liner	11
Cavitation of Water in Soil	11
Monitoring and Characterizing the Whole Process of Microbially Induced Calcium Carbonate Precipitation Using Electrical Resistivity Tomography	11
Wave Reflection Effects on Bender Element Test of Very Stiff Clay	11
Construction of Quasi-Site-Specific Geotechnical Transformation Models Using Bayesian Sparse Dictionary Learning	11
Multiscale Modeling of Fault Rupture–Soil–Foundation Interaction	11
Greenfield Response to EPBM Tunneling in Paris and Relations with TBM Operation Variables	11
Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”	11
Vertical Bearing Capacity of Foundations with Large Embedment Depth in Normally Consolidated Clay	10
Discussion of “Applying Knowledge-Guided Machine Learning to Slope Stability Prediction”	10
Mechanical Response of Mine Tailings under Constant Shear Drained Loading	10
Assessment of Load Test Results on a Sheet Pile Quay Wall: The Potential of 3D Numerical Modeling	10
Thermal Conductivity of Biocemented Graded Sands	10
Effect of Loading Frequency on Volumetric Strain Accumulation and Stiffness Improvement in Sand under Drained Cyclic Direct Simple Shear Tests	10
A Critical Assessment of the Effect of Initial Fabric on Key Small-Strain Design Parameters of Slurry-Deposited Silts and Sands	10
Influence of the Displacement Predictive Relationships on the Probabilistic Seismic Analysis of Slopes	10
Closure to “Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes” by Jonathan D. Bray and Jorge Macedo	10
Model for Lateral Swelling Pressure in Unsaturated Expansive Soils	10
Operational Limits of Measuring while Drilling in Florida Limestone for Geotechnical Site Characterization	10
Uncertainty in Drained Fully Softened and Residual Strength Correlations	10
Modeling Lifetime Performance of Monopile Foundations for Offshore Wind Applications	10
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	10
Erratum for “Accounting for Soil Spatial Variability in Plate Anchor Design” by Yongmin Cai, Mark Fraser Bransby, Christophe Gaudin, and Yinghui Tian	10
Relationship between Fines Content and Soil Behavior Type Index at Liquefaction Sites	10
Framework for Mapping Liquefaction Hazard–Targeted Design Ground Motions	10
Foundation Settlement and Tilt of Millennium Tower in San Francisco, California	10
Axisymmetric Simulations of Cone Penetration in Biocemented Sands	10
DEM Exploration of Stress Transmission and Small Strain Behavior of Rubber Sand Mixtures	10
Membrane Behavior of Kaolin–Bentonite Mixtures	10
Cone Penetration Resistance in Coarse-Grained Gravelly Soils	10
Permeable Plate Anchors: Accelerating Capacity Gain in Soft Clay	10
An Improved CRR-Vs1 Characterization Model for Sand-Like Gravelly Soils Validated by Dynamic Centrifuge Tests	10
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	10
A Practical Numerical Model of Embedded Mooring Chains in Clayey Soils	10
Probabilistic Prediction of Consolidation Settlement and Pore Water Pressure Using Variational Autoencoder Neural Network	10
Changes in Soil Properties over Time after a Wildfire and Implications to Slope Stability	10
Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands	10
Strain Potential of Liquefied Soil	9
Journal Leadership	9
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	9
A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils	9
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	9
The Ultimate State of Anchoring Systems from Integrated Analysis of a Plate Anchor and Mooring Line	9
Pore Pressure Generation of Gravelly Soils in Constant Volume Cyclic Simple Shear	9
Closure to “Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays” by Gholam H. Roodi and Jorge G. Zornberg	9
Thermomechanical Response of Field-Scale Energy Wall under Different Heating Operations	9
Geotechnical Visualization and Three-Dimensional Geostatistics Modeling of Highly Variable Soils of a Hydraulic Fill Dam	9
Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading	9
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	9
Dissolution Behavior of Ureolytic Biocementation: Physical Experiments and Reactive Transport Modeling	9
Pile Group Response to Thermal Cycles and Associated Alterations in Soil Response	9
Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation	9
DeltaVs: A Method for Detecting Significant Layer Boundaries in Surface Wave Inversion Results	9
Method to Introduce the Cementation Effect into Existing Elastoplastic Constitutive Models for Soils	9
Effect of Overburden Stress and Plasticity on the Cyclic Resistance of Silts	9
Closure to “Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site” by Youhu Zhang, Knut H. Andersen, Philippe Jeanjean, Kjell Kar	9
MPM Investigation of the Fluidization Initiation and Postfluidization Mechanism around a Pressurized Leaking Pipe	9