Journal of Geotechnical and Geoenvironmental Engineering

Article	Citations
Restraint of Particle Breakage by Biotreatment Method	113
Group Performance of Energy Piles under Cyclic and Variable Thermal Loading	88
SS-XGBoost: A Machine Learning Framework for Predicting Newmark Sliding Displacements of Slopes	59
Suffusion-Induced Evolution of Mechanical and Microstructural Properties of Gap-Graded Soils Using CFD-DEM	56
Development of Subsurface Geological Cross-Section from Limited Site-Specific Boreholes and Prior Geological Knowledge Using Iterative Convolution XGBoost	55
A Binary Packing Material–Based Procedure for Evaluating Soil Liquefaction Triggering during Earthquakes	49
Practical Estimation of Compression Behavior of Clayey/Silty Sands Using Equivalent Void-Ratio Concept	49
Toe-Bearing Capacity of Precast Concrete Piles through Biogrouting Improvement	47
Protecting the Environment with Geosynthetics: 53rd Karl Terzaghi Lecture	47
Liquefaction Modeling for Biocemented Calcareous Sand	44
Unsaturated Soil Mechanics: Fundamental Challenges, Breakthroughs, and Opportunities	44
Effects of Bacterial Density on Growth Rate and Characteristics of Microbial-Induced CaCO3 Precipitates: Particle-Scale Experimental Study	44
Biocementation Control of Sand against Wind Erosion	44
Crystal Growth of MICP through Microfluidic Chip Tests	42
Critical State Soil Mechanics for Cyclic Liquefaction and Postliquefaction Behavior: DEM study	41
Load Transfer Method for Energy Piles in a Group with Pile–Soil–Slab–Pile Interaction	41
Differential Settlement Prediction of Ballasted Tracks in Bridge–Embankment Transition Zones	41
Thermomechanical Behavior of Energy Piles and Interactions within Energy Pile–Raft Foundations	39
Centrifuge Modeling of Ground and Tunnel Responses to Nearby Excavation in Soft Clay	39
Meter-Scale Biocementation Experiments to Advance Process Control and Reduce Impacts: Examining Spatial Control, Ammonium By-Product Removal, and Chemical Reductions	37
Impact Dynamics of Boulder-Enriched Debris Flow on a Rigid Barrier	36
Effect of Initial Density, Particle Shape, and Confining Stress on the Critical State Behavior of Weathered Gap-Graded Granular Soils	35
Suppressing Ettringite-Induced Swelling of Gypseous Soil by Using Magnesia-Activated Ground Granulated Blast-Furnace Slag	35
Seismic Behavior of Pile-Group-Supported Bridges in Liquefiable Soils with Crusts Subjected to Potential Scour: Insights from Shake-Table Tests	34
Interactions of an Energy Pile with Several Traditional Piles in a Row	34

Memory-Enhanced Plasticity Modeling of Sand Behavior under Undrained Cyclic Loading	33
Effect of Particle Shape on Constitutive Relation: DEM Study	33
Effect of Stress Level on Response of Model Monopile to Cyclic Lateral Loading in Sand	32
Large Deformation Finite-Element Simulation of Displacement-Pile Installation Experiments in Sand	32
Performance of a Belled Pile Influenced by Pile Head Freedom Response to a Cooling–Heating Cycle	32
Coupled TDA–Geocell Stress-Bridging System for Buried Corrugated Metal Pipes	32
Thermal Conductivity of Biocemented Graded Sands	31
Experimental and Numerical Analysis of a Field Trial Application of Microbially Induced Calcite Precipitation for Ground Stabilization	31
Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles	30
Liquefaction Susceptibility of Saturated Coral Sand Subjected to Various Patterns of Principal Stress Rotation	30
Evaluation of Factors Affecting Erodibility Improvement for MICP-Treated Beach Sand	30
Multiscale Study of Soil Stabilization Using Bacterial Biopolymers	30
Forensic Geotechnical Analyses on the 2009 Building-Overturning Accident in Shanghai, China: Beyond Common Recognitions	29
Mitigation of Liquefaction Triggering and Foundation Settlement by MICP Treatment	29
Influence of Particle Size Distribution on the Proportion of Stress-Transmitting Particles and Implications for Measures of Soil State	29
Soil–Structure Interaction Effects on Seismic Performance and Earthquake-Induced Losses in Tall Buildings	29
Liquefaction Mitigation of Sands with Nonplastic Fines via Microbial-Induced Partial Saturation	28
Assessment of Anomaly Detection Methods Applied to Microtunneling	28
Influence of Fabric on Stress Distribution in Gap-Graded Soil	28
Metamodel-Based Reliability Analysis in Spatially Variable Soils Using Convolutional Neural Networks	28
Laboratory Model Test of EPB Shield Tunneling in a Cobble-Rich Soil	28
Liquefaction Resistance of Biocemented Loess Soil	27
Poisson’s Ratio Characteristic Curve of Unsaturated Soils	26
Centrifuge Shaking Table Tests on Precast Underground Structure–Superstructure System in Liquefiable Ground	25
Environmental Dependence of Microbially Induced Calcium Carbonate Crystal Precipitations: Experimental Evidence and Insights	25
Hydraulic Conductivity of Sand/Biopolymer-Amended Bentonite Backfills in Vertical Cutoff Walls Permeated with Lead Solutions	25
Effect of Light Biocementation on the Liquefaction Triggering and Post-Triggering Behavior of Loose Sands	25
Effect of Temperature on the Cyclic Behavior of Clay–Structure Interface	25
Effects of Strain History and Induced Anisotropy on Reliquefaction Resistance of Toyoura Sand	25
Experimental Studies and Modeling of High-Sulfate Soil Stabilization	25
Multiscale Modeling of Anchor Pullout in Sand	24
Fragility Functions for Liquefaction-Induced Ground Failure	24
Temperature-Dependent Model for Small-Strain Shear Modulus of Unsaturated Soils	24
Experimental Evidence of the Effectiveness and Applicability of Colloidal Nanosilica Grouting for Liquefaction Mitigation	24
Influence of Specimen Preparation on the Liquefaction Behaviors of Sand and Its Mesoscopic Explanation	23
Biogrouting Method for Stronger Bond Strength for Aggregates	23
Experimental Study of the Behavior of Cemented Paste Backfill under High Isotropic Compression	22
Drying-Induced Consolidation in Soil	22
Evolution of Dynamic Properties of Cross-Anisotropic Sand Subjected to Stress Anisotropy	22
Monotonic, Cyclic, and Postcyclic Responses of an Alluvial Plastic Silt Deposit	22
Field Implementation of Microbially Induced Calcium Carbonate Precipitation for Surface Erosion Reduction of a Coastal Plain Sandy Slope	22
Effective Stress Analysis of Liquefiable Sites to Estimate the Severity of Sediment Ejecta	22
Analytical Solutions for Thermomechanical Soil Structure Interaction in End-Bearing Energy Piles	21
Soil Sorptive Potential–Based Paradigm for Soil Freezing Curves	21
Epistemic Uncertainty in Site Response as Derived from One-Dimensional Ground Response Analyses	21
Experimental Investigation of the Mechanical Properties of Methane Hydrate–Bearing Sediments under High Effective Confining Pressure	21
Depth-Dependent Seabed Properties: Geoacoustic Assessment	21
Use of Grouting to Control Horizontal Tunnel Deformation Induced by Adjacent Excavation	21
Simplified Equations for Shear-Modulus Degradation and Damping of Gravels	21
Effect of Tension Crack Formation on Active Earth Pressure Encountered in Unsaturated Retaining Wall Backfills	21

Performance of Existing Piled Raft and Pile Group due to Adjacent Multipropped Excavation: 3D Centrifuge and Numerical Modeling	21
Impact of Three-Dimensional Sphericity and Roundness on Coordination Number	21
Response of Framed Buildings on Raft Foundations to Tunneling	21
Centrifuge Modeling of Cyclic Nonsymmetrical Thermally Loaded Energy Pile Groups in Clay	20
Evaluation of Roundness Parameters in Use for Sand	20
Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading	20
Performance of Embankments on Liquefiable Soils Improved with Dense Granular Columns: Observations from Case Histories and Centrifuge Experiments	20
Long-Term Field Evaluation of a Geosynthetic-Stabilized Roadway Founded on Expansive Clays	20
Levee Fragility Behavior under Projected Future Flooding in a Warming Climate	20
Thermal Conductivity of Granular Soil Mixtures with Contrasting Particle Shapes	19
New Model for Predicting Permanent Strain of Granular Materials in Embankment Subjected to Low Cyclic Loadings	19
Seismic Interaction of Adjacent Structures on Liquefiable Soils: Insight from Centrifuge and Numerical Modeling	19
Performance Evaluation of Infrastructure on Problematic Expansive Soils: Characterization Challenges, Innovative Stabilization Designs, and Monitoring Methods	19
Effect of Changing Unit Weight and Decomposition on Unsaturated Hydraulics of Municipal Solid Waste in Bioreactor Landfills	19
Data Compilation from Large Drained Compression Triaxial Tests on Coarse Crushable Rockfill Materials	19
Shear Strength Anisotropy of Natural Granite Residual Soil	19
Observed Performance of a Deep Excavation in the Historical Center of Rome	19
Machine Learning–Based Digital Integration of Geotechnical and Ultrahigh–Frequency Geophysical Data for Offshore Site Characterizations	19
Granulometry of Two Marine Calcareous Sands	19
Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity	18
Translational Inertial Effects and Scaling Considerations for Coarse Granular Flows Impacting Landslide-Resisting Barriers	18
Methodology for Resloping of Rock Slope Using 3D Models from UAV-CRP Technology	18
An Energetic Interpretation of Liquefaction Laboratory Tests on Partially Saturated Soils	18
Analytical Solutions for Ultimate Limit State Design of Thermal Piles	18
Augmenting Microbially Induced Carbonate Precipitation of Soil with the Capability to Self-Heal	18
Deep Learning for Geotechnical Reliability Analysis with Multiple Uncertainties	17
Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States	17
Thermal Conductivity of Sand–Silt Mixtures	17
Stress-Displacement Response of Sand–Geosynthetic Interfaces under Different Volume Change Boundary Conditions	17
Sand Foreshore Slope Stability and Erosion Mitigation Based on Microbiota and Enzyme Mix–Induced Carbonate Precipitation	17
Negative Effect of Installation on Performance of a Compaction-Grouted Soil Nail in Poorly Graded Stockton Beach Sand	17
A Simple Breakage Model for Calcareous Sand and Its FE Implementation	17
Observations of the Effects of a Clay Layer on Suction Bucket Installation in Sand	17
Ground Response to Horizontal Spoil Discharge Jet Grouting with Impacts on the Existing Tunnels	17
Estimating Unbiased Statistics for Fundamental Site Frequency Using Spatially Distributed HVSR Measurements and Voronoi Tessellation	17
Geotechnical Characterization of Fine-Grained Spoil Material from Surface Coal Mines	17
Gravel Liquefaction Assessment Using the Dynamic Cone Penetration Test Based on Field Performance from the 1976 Friuli Earthquake	16
Effect of Pore–Fluid Chemistry on the Undrained Shear Strength of Xanthan Gum Biopolymer-Treated Clays	16
Effects of Rock Specimen Size on Mechanical Properties in Laboratory Testing	16
Vertical Dynamic Response of a Pile Embedded in Layered Transversely Isotropic Unsaturated Soils	16
Three-Dimensional Evaluation of Sand Particle Fracture Using Discrete-Element Method and Synchrotron Microcomputed Tomography Images	16
Lime–Ground Glass–Sodium Hydroxide as an Enhanced Sustainable Binder Stabilizing Silica Sand	16
Experimental Study of the Effect of Excavation on Existing Loaded Piles	16
Distribution and Properties of Microbially Induced Carbonate Precipitation in Underwater Sand Bed	16
Numerical Simulation of Desiccation Cracking in Clayey Soil Using a Multifield Coupling Discrete-Element Model	16
Spring-Based Trapdoor Tests Investigating Soil Arching Stability in Embankment Fill under Localized Surface Loading	16
A Simple Method for Predicting Rainfall-Induced Shallow Landslides	16
Effects of Monopile Installation on Subsequent Lateral Response in Sand. I: Pile Installation	15
Cavitation of Water in Soil	15
Thermal Consolidation Theory	15
Variability in the Unconfined Compressive Strength of EICP-Treated “Standard” Sand	15
Behavior of Nonidentical Differently Loaded Interfering Rough Footings	15
Undrained Seismic Compression of Unsaturated Sand	15
Relationship between Shear-Wave Velocity and Undrained Shear Strength of Peat	15
Probabilistic Bearing Capacity Prediction of Square Footings on 3D Spatially Varying Cohesive Soils	15
Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems	15
Multipoint Traveling Wave Decomposition Method and Its Application in Extended Pile Shaft Integrity Test	14
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. I: Centrifuge Experiments	14
Performance Evaluation of Recycled-Plastic-Pin-Supported Embankment over Soft Soil	14
Characterization and Geotechnical Investigations of a Riverbank Failure in Florence, Italy, UNESCO World Heritage Site	14
Practical Analytical Approach for Estimating Long-Term and Set-Up Shaft Resistance of Prebored Piles	14
Distinct-Element Method Simulations of Rock-Socketed Piles: Estimation of Side Shear Resistance Considering Socket Roughness	14
Finite-Element Modeling of Landfills to Estimate Heat Generation, Transport, and Accumulation	14
Centrifuge Modeling of Monotonic and Cyclic Lateral Behavior of Monopiles in Sand	14
Liquefaction and Cyclic Softening at Balboa Boulevard during the 1994 Northridge Earthquake	14
Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay	14
Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges	14
Implications of Thermal Cyclic Loading on Pile Group Behavior	14
Building Deformation Caused by Tunneling: Centrifuge Modeling	14
Probabilistic Seismic Displacement Hazard Assessment of Earth Slopes Incorporating Spatially Random Soil Parameters	14
Liquefaction Potential and Effective Stress of Fiber-Reinforced Sand during Undrained Cyclic Loading	14
Consolidation by Vertical Drains beneath a Circular Embankment under Surcharge and Vacuum Preloading	14
3D DEM-FDM Coupled Analysis of the Behavior of an Isolated Geogrid-Encased Stone Column under Axial Loading	14
Large-Scale Shake Table Tests on a Shallow Foundation in Liquefiable Soils	14
A New Vs-Based Liquefaction-Triggering Procedure for Gravelly Soils	14
Life Cycle Sustainability Assessment of Geotechnical Ground Improvement Methods	13
Global versus Local Simulation of Geotechnical Parameters for Tunneling Projects	13
Role of Shear Deformability on the Response of Tunnels and Pipelines to Single and Twin Tunneling	13
Key Parameter for Swelling Control of Compacted Expansive Fine-Grained Soil–Lime Blends	13
Micromechanical Properties of Biocemented Shale Soils Analyzed Using Nanoindentation Test	13

Discrete-Element Method Simulations of the Seismic Response of Flexible Retaining Walls	13
Bearing Capacity of Strip Footings Seated on Unreinforced and Geosynthetic-Reinforced Granular Layers over Spatially Variable Soft Clay Deposits	13
Variation of Small-Strain Shear Modulus of Unsaturated Silt under Successive Cycles of Drying and Wetting	13
Capacity of Caissons in Dense Sand under Combined Loading	13
Comparison of Laboratory and Field Measurements of Backfill Hydraulic Conductivity for a Large-Scale Soil-Bentonite Cutoff Wall	13
Time-Dependent Deformation Characteristics of Unsaturated Sand–Bentonite Mixture under Drying–Wetting Cycles	13
Effects of Soil Type on Axial and Radial Thermal Responses of Field-Scale Energy Piles	13
A Unified Formula for Small-Strain Shear Modulus of Sandy Soils Based on Extreme Void Ratios	12
System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations	12
Validation of Monotonic and Cyclic p-y Framework by Lateral Pile Load Tests in Stiff, Overconsolidated Clay at the Haga Site	12
Accounting for Soil Spatial Variability in Plate Anchor Design	12
Optimization of Impact Pile Driving Using Optical Fiber Bragg-Grating Measurements	12
A New Dynamic Cone Penetration Test–Based Procedure for Liquefaction Triggering Assessment of Gravelly Soils	12
Bidirectional Shear Wave Velocity Measurements to Track Fabric Anisotropy Evolution of a Crushed Silica Sand during Shearing	12
MPM Modeling of Cone Penetrometer Testing for Multiple Thin-Layer Effects in Complex Soil Stratigraphy	12
Hydraulic Performance of Geosynthetic Clay Liners Comprising Anionic Polymer–Enhanced Bentonites	12
Uplift Behavior of Pipes and Strip Plate Anchors in Sand	12
Improved Method for the Seismic Design of Anchored Steel Sheet Pile Walls	12
Effect of Base Geometry on the Resistance of Model Piles in Sand	12
Reduced Gravity Effects on the Strength of Granular Matter: DEM Simulations versus Experiments	12
Soil Deformations Induced by Particle Removal under Complex Stress States	12
Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors	12
Small-Scale Modeling of Thermomechanical Behavior of Reinforced Concrete Energy Piles in Soil	12
Numerical Investigations into Development of Seabed Trenching in Semitaut Moorings	12
Effect of Temperature on the Strength of Lime–Cement Stabilized Norwegian Clays	12
Numerical Investigation of Bearing Capacity of Spudcan Foundations in Clay Overlying Sand under Combined Loading	12
Undrained Responses of Anisotropic Granular Material under Rotational Shear by DEM	12
Settlement of Footings on Compacted and Natural Collapsible Soils upon Loading and Soaking	12
Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand	11
Energy-Based Assessment of Liquefaction Resistance of Rooted Soil	11
Effects of Groundwater Level on Seismic Response of Soil–Foundation Systems	11
Responses of Laterally Loaded Single Piles within Mechanically Stabilized Earth Walls	11
Undrained Monotonic and Cyclic Response of Weakly Cemented Sand	11
Estimating the Severity of Liquefaction Ejecta Using the Cone Penetration Test	11
Investigation into the Internal Erosion and Local Settlement of Esfarayen Earth-Fill Dam	11
Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand	11
Field Observations and Analysis of the Subgrade Response Beneath GRCS Embankments at the Council Bluffs Interchange System	11
Pore Pressure and Kσ Evaluation at High Overburden Pressure under Field Drainage Conditions. II: Additional Interpretation	11
Analytical Model for Laterally Loaded Soil-Extended Pile Shaft Applied to Verifying the Applicability of Lateral PS Method	11
Experimental Investigation Examining Influence of Burial Depth on Stability of Horizontal Boreholes in Sand	11
Modeling of Initial Stresses and Seepage for Large Deformation Finite-Element Simulation of Sensitive Clay Landslides	11
Characterizing the Deformation Evolution with Stress and Time of Biocemented Sands	11
Effects of Temperature and Thermal Cycles on the Elastic Shear Modulus of Saturated Clay	11
General Model for the Uniaxial Tensile Strength Characteristic Curve of Unsaturated Soils	11
Dynamic In Situ Nonlinear Inelastic Response of a Deep Medium Dense Sand Deposit	11
Effect of Gradation on the Strength and Stress-Dilation Behavior of Coarse-Grained Soils in Drained and Undrained Triaxial Compression	11
Exploration of the Survival Probability and Shape Evolution of Crushable Particles during One-Dimensional Compression Using Dyed Gypsum Particles	11
Cyclic Response and Reconsolidation Volumetric Strain of Sand under Repeated Cyclic Shear Loading Events	10
Field Trials of Microbially Induced Desaturation in Low-Plasticity Silt	10
Effect of Colloidal Silica Aqueous Gel on the Monotonic and Cyclic Response of Sands	10
Undrained Dynamic Response of Partially Saturated Sands Tested in a DSS-C Device	10
Effect of Phase Difference on the Liquefaction Behavior of Sand in Multidirectional Simple Shear Tests	10
Effects of Monopile Installation on Subsequent Lateral Response in Sand. II: Lateral Loading	10
Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP	10
Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits	10
Hybrid Framework for Forecasting Circular Excavation Collapse: Combining Physics-Based and Data-Driven Modeling	10
Centrifuge Modeling of Stability of Embankment on Soft Soil Improved by Rigid Columns	10
Impact of Ground Densification on the Response of Urban Liquefiable Sites and Structures	10
Analytical Solutions for Heat Transfer in Saturated Soil with Effective Porosity	10
Comparison of State-of-the-Art Approaches Used to Account for Spatial Variability in 1D Ground Response Analyses	10
Small-Strain Stiffness of Natural Pumiceous Sand	10
Group Effect of Pipe Jacking in Silty Sand	10
Measuring Critical Gradients for Soil Loosening and Initiation of Backward Erosion-Piping Mechanism	10
Assessment of the Dynamic Properties of Holocene Peat	10
Forewarning of Static Liquefaction Landslides	10
Three-Dimensional Modeling of Strain-Softening Soil Response for Seismic-Loading Applications	10
Anisotropic Stiffness and Shear Strength Characteristics of a Stiff Glacial Till	10
Selecting the Optimal Factor of Safety or Probability of Liquefaction Triggering for Engineering Projects Based on Misprediction Costs	10
Centrifuge Study on the Influence of Tunnel Excavation on Piles in Sand	10
Assessing Persistence of Entrapped Gas for Induced Partial Saturation	10
Seismic Response Characteristics of Liquefiable Sites with and without Sediment Ejecta Manifestation	10
Efficacy of Aging Correction for Liquefaction Assessment of Case Histories Recorded during the 2010 Darfield and 2011 Christchurch Earthquakes in New Zealand	10
Load Transfer Directionality of Snakeskin-Inspired Piles during Installation and Pullout in Sands	10
In Situ Seismic Investigations for Evaluating Geotechnical Properties and Liquefaction Potential of Fine Coal Tailings	9
Assessment of Physical Properties of Water-Repellent Soils	9
Thermal Conductivity of Municipal Solid Waste from In Situ Heat Extraction Tests	9
Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils	9
Validating the Generality of a Closed-Form Equation for Soil Water Isotherm	9
Repeated ETRTs in a Complex Stratified Geological Setting: High-Resolution Thermal Conductivity Identification by Multiple Linear Regression	9
Stochastic Slope Stability Analysis of an Embankment Supported by Isolated Soil–Cement Columns Considering Spatial Variability	9
Analyses of Backward Erosion Progression Rates from Small-Scale Flume Experiments	9
Material Point Method for Cone Penetration in Clays	9
Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport	9
Influence of Low-Permeability Layers on the Installation and the Response to Vertical Cyclic Loading of Suction Caissons	9
Flowability of Saturated Sands under Cyclic Loading and the Viscous Fluid Flow Failure Criterion for Liquefaction Triggering	9
MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage	9
Drained Seismic Compression of Unsaturated Sand	9
Equivalent Strength for Tunnels in Cement-Admixed Soil Columns with Spatial Variability and Positioning Error	9
Influence of Friction and Particle Morphology on Triaxial Shearing of Granular Materials	9
Field Soil Suction Profiles for Expansive Soil	9
Development of Constitutive Models for Linear and Nonlinear Shear Modulus and Material Damping Ratio of Uncemented Soils	9
Expanded Database Assessment of Design Methods for Spread Foundations under Axial Compression and Uplift Loading	9
Effects of Enzyme and Microbially Induced Carbonate Precipitation Treatments on the Response of Axially Loaded Pervious Concrete Piles	9
Effects of Imperfect Simple Shear Test Boundary Conditions on Monotonic and Cyclic Measurements in Sand	9
Biogeochemical Clogging of Permeable Reactive Barriers in Acid-Sulfate Soil Floodplain	9