International Journal of Geomechanics

Article	Citations
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	119
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	62
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	56
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	56
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	56
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	51
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	50
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	47
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	45
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	44
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	44
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	43
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	42
Influence of Sample Reconstitution on Advanced Model Calibration	36
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	34
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	34
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	33
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	33
Spherical Cavity Expansion–Based Method for Cone Factor Considering the Nonlinear Characteristics of Clay	32
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	31
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	31
A New Saturation-Based Framework for Compaction Quality Control	30
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	30
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	30
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	30

Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	30
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	30
A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation	29
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	29
Damage Evolution Analysis of Loess Slope under Dynamic Compaction Based on the Multielectrode Resistivity Method	29
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	28
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	28
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	28
The Effect of Foundation Shape on Subgrade Reaction Coefficient	28
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	27
Internal Hydraulic Pressure Influence on the Transition of Shear Mechanical Responses of Rock Masses Containing Nonpersistent Joints	27
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	27
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	27
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	27
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	26
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	26
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	26
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	26
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	26
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	26
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	26
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	26
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	25
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	25
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	25
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	24
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	24
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	24
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	23
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	23
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	23
Closure to “Investigation of the Performance of Steel Slag–Granite Ballast Mixture under Cyclic Loading”	23
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	23
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	23
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	23
A New Index for Estimating the Improved Depth of Dynamic Compaction	23
Bearing Capacity Estimation for Strip Foundation under Transient Flows	23
A Soil Water Retention Curve Model Based on Fractal Pore Size Distribution Considering Adsorption and Capillarity	22
Back-Calculation of a Failure in Multilayered Stacked Geotextile Tubes Using DEM-CFD	22
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	22
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	22
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	22
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	22
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	22
Failure Analysis of Surrounding Rocks between Pile Holes and Water-Rich Karst Areas	21
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	21
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	21
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	21
Seismic Performance Evaluation of the Interaction between RC Buildings and Soil-Nailed Structures	21
Mechanism of Floor Water Inrush Induced by Fault Activation under Earthquake Conditions	21

Element Failure Risk Assessment of Soil Slope	21
Stability Assessment of Bolt-Reinforced Rock Slopes Considering Corrosion Effects	21
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	20
Performance Prediction Model for Disc Cutters Considering Joint Spatial Location and Degradation Effects	20
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	20
Discussion of “Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation”	20
Laboratory Evaluation of the Engineering Properties of Fluidized Solidified Soil Prepared with Multisource Solid Waste for Municipal Backfill Engineering	20
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	20
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	20
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	20
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	20
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	20
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	19
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	19
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	19
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	19
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	19
Numerical Investigation on the Grouting Penetration Process of Quick-Setting Grout in Discrete Fractured Rock Mass Based on the Combined Finite–Discrete-Element Method	19
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	19
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	19
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	18
Exploring the Water and Temperature Regimes’ Mechanical Characteristics of a Plain Concrete Pile Composite Foundation under Freeze–Thaw Cycles: A Model Testing Study	18
Reviewers	18
Field Grouting Test Study for High-Level Radioactive Waste Disposal at the Beishan Underground Research Laboratory	18
Analytical Solution Considering Soil–Lining Tangential Contact and Axis Force Term for a Tunnel Subjected to Fault Movement	18
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	18
Closure to “Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach”	18
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	18
Numerical Study of the Failure Process of Stone Column Groups in Soft Soil in Response to Rigid Loading Based on the DEM-FDM Coupled Model	18
Energy Response Characteristics of Laterally Loaded Piles	18
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	18
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	18
Correlation Analysis and Prediction of Sandstone Strength Considering Drilling Parameters and Petrographic Characteristics	18
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	18
Experimental Investigation of the Pipe Force Mechanism and TSR Strengthening Effects for Buried Pipe Systems in Slopes	18
Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils	18
Exact Slip-Line Solution for Seismic Passive Earth Pressure Considering Stress Singularity and Its Application	18
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	18
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	17
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	17
Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles	17
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	17
Direct Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application	17
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	17
Settlement Calculation Method for Peat Soil Foundations	17
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	17
Erratum for “Behavior of an Embankment on Soft Ground Improved with Soil–Geopolymer Deep Mix Columns under Static and Cyclic Loadings ”	17
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	17
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	17
Inversion Analysis of the 3D Geostress Field of Extremely Deep Underground Caverns with Fold Structure: A Study of the China Jinping Underground Laboratory	17
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	17
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	17
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	17
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	17
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	16
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	16
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	16
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	16
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	16
A Nonlinear Breakage Mechanics Model: From Extreme Entire Life Model to Breakage Evolution of Limestone Based on Separation of Helmholtz Free Energy under Cyclic Loading	16
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	16
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	16
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	16
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	16
Effect of Excitation-Applied Manners on Permanent Displacements of Planar Slopes Using Dynamic Sliding Blocks Analysis	16
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	16
The Influence of Passive Dynamic Loading on the Performance of Buried Pipelines in Sandy Slopes	16
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	16
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	16
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	16
Vibration Velocity Response in Sandy Foundations under Embedded Blast Loading: A Field Experimental Study	16
A Homogenized-Based Model for Estimating the Thermal Conductivity of Unsaturated Granular Soils	16
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	16
Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock	16
A Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials	16
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	16
Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	15
Research on Surface Settlement Characteristics of an Underwater Shield Tunnel Based on Conditional Random Field Theory	15
Dynamic Characteristics of Jointed Rock Masses with a Natural Rubber Latex Dampening Layer under Seismic Loading Conditions	15
A General Method for Quantifying the Shear Strength Anisotropy of Soil	15

Shear Stress Distribution of Fully Grouted Rockbolts under Tensile Loads	15
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	15
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	15
Seismic Design of Mechanically Stabilized Earth Walls Built in Confined Spaces Considering Strain Localization and Bilinear Failure Surfaces	15
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	15
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	15
Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground	15
Three-Dimensional Morphological Characteristics and Shear Behavior of Yellow Sandstone Structural Surfaces under High-Temperature Conditions	15
Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction	15
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	15
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	15
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	15
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	15
Discussion of “Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading”	15
Analytical Solution of SH-Wave Scattering by Arbitrary Shape Tunnels in Nonlocal Fractional-Order Viscoelastic Half-Space	15
Effects of Creep on Grout Efficiency in Clay	15
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15
Determination of Parameters and Validation of a Fractional-Order Hyperbolic Model under Complex Stress Paths in Frozen Calcareous Clays	14
Interaction Analysis of Uplift Pile Groups Based on Nonlinear Deformation: Theory and Model Test	14
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	14
Experimental Evaluation of Internal Erosion Using Groove Erosion Test	14
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	14
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	14
Torque Calculation of Shield Cutters in Gas-Bearing Strata and Its Effect on Surface Deformation	14
Interfacial Wave Propagation at Spring Contact of Functionally Graded Fiber-Reinforced and Isotropic Elastic Semi-Infinite Media	14
Closure to “Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil” by Kedar Birid and Deepanka	14
Equivalent Elastic Model and Deformation Characteristics of X-Type Cross-Jointed Rock Mass	14
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	14
Upper Bound Collapse Load of Strip Footing that Rests on Unsaturated Sands	14
Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique	14
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	14
A Novel Coupled Elastoplastic Hydromechanical Model for Unsaturated Swelling Bentonite	14
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	14
Evaluation of Liquefaction Potential of Fiber-Reinforced Coral Sand: An Energy-Based Method	14
A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation	14
The Strength Law of Coconut Shell Fiber–Reinforced Soils Based on the Hardin–Drnevich Model	14
Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect	13
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	13
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	13
A Novel Mesoscale Methodology for Predicting Frozen Wall Development Considering Groundwater Seepage	13
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	13
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	13
Investigation of the Evolution Characteristic of Abutment Pressure during the Longwall Retreat Mining Process: A Case Study Using Field Tests and Numerical Simulation Method	13
Study of the Size Effects and the Macro- and Microscopic Bearing Characteristics of Anchor Plate Foundations Based on the Discrete-Element Method	13
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	13
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	13
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	13
Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading	13
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	13
Fully Stochastic Seepage Analysis through Spatially Randomly Distributed Embankment Dams	13
Application of Methane Hydrate Critical State Soil Model on Multistage Triaxial Tests of Methane Hydrate-Bearing Sediment	13
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	13
Effect of Potassium Nitrate on the Potential Swelling and Shrinkage of an Expansive Soil	13
Workflow for Wellbore Stability Analysis in a Clay-Rich Reservoir Using Laboratory-Guided Constraints	13
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	13
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	13
Pseudodynamic Analysis of Strength Nonlinear 3D Soil Slopes Based on Multicone Failure Mechanism	13
Optimization of the Roof Protection Layer for Remnant Pillars via the Reengineering of the Mechanical Environment of an Overlying Artificial Roof	13
Discussion of “Pore–Water Salinity Effect on the Compression and Hydraulic Characteristics of Saturated Saline Soils”	13
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	13
Microstructural Evolution alongside the Strength Degradation of Soft Marine Soil under Cyclic Loading	13
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	13
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	13
Fracturing and Ultimate State of Binary Carbonate Sands	13
Investigation into the Displacement-Dependent Lateral Earth Pressure on the Rigid Retaining Wall with Different Modes of Movement: Modeling with the Trigonometric Function	13
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	13
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	13
Deformation Characteristics Prediction for Asymmetric Retaining Structure Systems in Adjacent Excavations	13
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	12
Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method	12
Closure to “Dynamic Behavior of Stone Column–Improved Soft Clay under Three-Stage Traffic Loads”	12
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	12
Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume	12
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure	12
Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method	12
Mechanical Mechanism of Longitudinal Fracture Extension in Multilithologic Continental Shale Reservoirs	12
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	12
Enhancement Mechanism of the Mechanical and Shrinkage Properties of Red Clay Solidified Using the Consolid System	12
Mechanical Behavior of Cemented Sand under Plane Strain Condition	12
Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand	12
Large-Strain Nonlinear Consolidation Model of Composite Foundations Reinforced by Partially Penetrated Stone Columns and Vertical Drains	12
Dispersive Constraints of Antiplane Shear Waves in a Strain-Gradient LoH Model under an Inflexible Boundary Plane and Initial Pressure	12
Study on Seismic Response Analysis of a Two-Stage T-Shaped Assembled Retaining Wall	12
Mechanical Response of Cement-Stabilized Pond Ash during Repeated Loading Based on Shakedown Concept	12
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading	12
Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions	12
Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils	12
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	12
Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil	12
Slope Stability Analysis Method Based on Known Seepage Lines	11
Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load	11
Study on the Soil Seismic Liquefaction Probability Distribution Model for Environmental Factors	11
Shear Strength and Damage Characteristics of Undisturbed Loess Exposed to Dry–Wet Cycles	11
Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee	11