International Journal of Geomechanics

Article	Citations
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	125
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	63
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	57
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	56
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	54
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	50
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	48
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	47
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	45
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	44
Influence of Sample Reconstitution on Advanced Model Calibration	42
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	37
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	35
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	35
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	34
Spherical Cavity Expansion–Based Method for Cone Factor Considering the Nonlinear Characteristics of Clay	34
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	33
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	32
Evaluation of the Supporting Effectiveness of Negative Poisson’s Ratio Anchor Cables in Antidip Slope Excavation and Seismic Response	32
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	31
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	31
A New Saturation-Based Framework for Compaction Quality Control	30
Twin-Shear Unified Strength Theory–Based Solution for Maximum Allowable Mud Pressure in Horizontal Directional Drilling	30
Damage Evolution Analysis of Loess Slope under Dynamic Compaction Based on the Multielectrode Resistivity Method	30
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	30

Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	30
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	30
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	29
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	29
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	28
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	28
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	28
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	28
Analysis of Consolidation and Undrained Shearing of Saturated Clays Subjected to Thermal Loading	28
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	28
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	27
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	27
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	26
A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation	26
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	26
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	26
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	26
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	26
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	25
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	25
Internal Hydraulic Pressure Influence on the Transition of Shear Mechanical Responses of Rock Masses Containing Nonpersistent Joints	25
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	24
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	24
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	24
The Effect of Foundation Shape on Subgrade Reaction Coefficient	23
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	23
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	23
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	23
A New Index for Estimating the Improved Depth of Dynamic Compaction	23
Closure to “Investigation of the Performance of Steel Slag–Granite Ballast Mixture under Cyclic Loading”	23
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	23
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	23
Bearing Capacity Estimation for Strip Foundation under Transient Flows	23
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	23
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	22
Discussion of “Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement”	22
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	22
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	22
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	22
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	22
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	21
Failure Analysis of Surrounding Rocks between Pile Holes and Water-Rich Karst Areas	21
Calculation Method for Lateral Response of Single Batter Piles in Sandy Slopes	21
Mechanism of Floor Water Inrush Induced by Fault Activation under Earthquake Conditions	21
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	21
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	21
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	21
Seismic Performance Evaluation of the Interaction between RC Buildings and Soil-Nailed Structures	21
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	20

Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	20
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	20
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	20
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	20
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	20
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	20
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	19
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	19
Element Failure Risk Assessment of Soil Slope	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
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	19
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	19
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	19
Laboratory Evaluation of the Engineering Properties of Fluidized Solidified Soil Prepared with Multisource Solid Waste for Municipal Backfill Engineering	19
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	18
Discussion of “Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation”	18
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	18
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	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
Exact Slip-Line Solution for Seismic Passive Earth Pressure Considering Stress Singularity and Its Application	18
Performance Prediction Model for Disc Cutters Considering Joint Spatial Location and Degradation Effects	18
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	18
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	18
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	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
Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils	18
Closure to “Effect of Installation Disturbance on Pullout Capacity of Helical Soil Nails in Cohesionless Soils: Experimental and Numerical Studies”	18
Stability Assessment of Bolt-Reinforced Rock Slopes Considering Corrosion Effects	18
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	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
Erratum for “Behavior of an Embankment on Soft Ground Improved with Soil–Geopolymer Deep Mix Columns under Static and Cyclic Loadings ”	17
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	17
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	17
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	17
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	17
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	17
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	17
Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles	17
Analytical Solution Considering Soil–Lining Tangential Contact and Axis Force Term for a Tunnel Subjected to Fault Movement	17
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	17
Vibration Velocity Response in Sandy Foundations under Embedded Blast Loading: A Field Experimental Study	17
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	16
Erratum for “A Hybrid Second-Order Exponential Cone Programming–Based Lower Bound Finite-Element Limit Analysis Framework for Rock Tunnels in Anisotropic Rock Masses”	16
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	16
Settlement Calculation Method for Peat Soil Foundations	16
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	16
A Homogenized-Based Model for Estimating the Thermal Conductivity of Unsaturated Granular Soils	16
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	16
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	16
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	16
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	16
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	16
Correlation Analysis and Prediction of Sandstone Strength Considering Drilling Parameters and Petrographic Characteristics	16
Direct Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application	16
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	16
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	16
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	16
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	16
Closure to “Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach”	16
Inversion Analysis of the 3D Geostress Field of Extremely Deep Underground Caverns with Fold Structure: A Study of the China Jinping Underground Laboratory	16
Field Grouting Test Study for High-Level Radioactive Waste Disposal at the Beishan Underground Research Laboratory	16
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	16
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	16
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	16
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	16
Effects of Creep on Grout Efficiency in Clay	15
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	15
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	15
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	15
Identification of Distributed Lateral Earth Pressure in Excavations Based on High-Dimensional Bayesian Inference	15
Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	15
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	15
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	15
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15

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