International Journal of Geomechanics

Article	Citations
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	102
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	95
Influence of Sample Reconstitution on Advanced Model Calibration	70
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	59
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	56
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	55
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	54
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	52
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	50
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	48
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	46
A New Saturation-Based Framework for Compaction Quality Control	44
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	42
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	40
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	39
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	37
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	37
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	36
The Effect of Foundation Shape on Subgrade Reaction Coefficient	35
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	33
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	32
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	32
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	31
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	31
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	31

Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	29
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	29
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	29
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	29
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	28
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	28
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	28
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	28
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	27
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	26
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	26
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	26
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	25
Internal Hydraulic Pressure Influence on the Transition of Shear Mechanical Responses of Rock Masses Containing Nonpersistent Joints	25
A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation	25
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	25
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	25
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	24
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies	24
Model Test on Backward Erosion Piping under a K0 Stress State	24
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	24
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	24
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	23
A New Index for Estimating the Improved Depth of Dynamic Compaction	23
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	23
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	23
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	23
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	23
Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model	23
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	22
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	22
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	22
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	22
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	22
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	22
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	22
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	22
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	22
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	22
Bearing Capacity Estimation for Strip Foundation under Transient Flows	22
Shear Strength Characteristics of Frozen Fine Sands under Direct Shear Testing Conditions	22
Evaluation of Destress Blasting Effectiveness Using the Seismic Moment Tensor Inversion and Seismic Effect Methods	22
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	21
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	21
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	21
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	21
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	21
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	21
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	21
An Empirical Swelling Pressure Kinetics Model for Bentonite and Bentonite-Based Materials Hydrated under Constant Volume Conditions	21

A Soil Water Retention Curve Model Based on Fractal Pore Size Distribution Considering Adsorption and Capillarity	21
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	21
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	21
Element Failure Risk Assessment of Soil Slope	21
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	21
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	20
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	20
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	20
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	20
Numerical Investigation on the Grouting Penetration Process of Quick-Setting Grout in Discrete Fractured Rock Mass Based on the Combined Finite–Discrete-Element Method	20
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	20
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	20
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	20
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	20
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	20
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	20
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	20
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	20
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	20
DEM Investigation of Energy Dissipation at Particle Contacts in Granular Soil Under Cyclic Torsional Shear	20
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	20
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	19
Exploring the Water and Temperature Regimes’ Mechanical Characteristics of a Plain Concrete Pile Composite Foundation under Freeze–Thaw Cycles: A Model Testing Study	19
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	19
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	19
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	19
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	19
Experimental Investigation of the Pipe Force Mechanism and TSR Strengthening Effects for Buried Pipe Systems in Slopes	19
Reviewers	18
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	18
Bearing Capacity Design of Ram-Compacted Bearing Base Piling Foundations by Simple Numerical Cavity Expansion Approach	18
Energy Response Characteristics of Laterally Loaded Piles	18
Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils	18
Analytical Solution Considering Soil–Lining Tangential Contact and Axis Force Term for a Tunnel Subjected to Fault Movement	18
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	18
Exact Slip-Line Solution for Seismic Passive Earth Pressure Considering Stress Singularity and Its Application	18
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	18
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	17
A Homogenized-Based Model for Estimating the Thermal Conductivity of Unsaturated Granular Soils	17
Field Grouting Test Study for High-Level Radioactive Waste Disposal at the Beishan Underground Research Laboratory	17
Settlement Calculation Method for Peat Soil Foundations	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
Closure to “Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach”	17
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	17
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	17
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	17
Effect of Excitation-Applied Manners on Permanent Displacements of Planar Slopes Using Dynamic Sliding Blocks Analysis	17
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	17
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	17
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	17
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	17
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	17
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	17
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	16
Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China	16
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	16
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	16
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	16
A Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials	16
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	16
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	16
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	16
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	16
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	16
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	16
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	16
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	16
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	16
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	16
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	16
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	16
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	15
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	15
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	15
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	15
A Novel Hysteretic Soil–Water Retention Model with Contact Angle-Dependent Capillarity	15
Multiscale Approaches Including ANN and M5P-Tree with SI and OBJ Assessment Tools to Predict the Shear Thinning of Bentonite Drilling Muds Modified with Clay Nanosize at Various Elevated Temperatures	15
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	15
Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	15
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	15

Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze–Thaw Cycles	15
The Influence of Passive Dynamic Loading on the Performance of Buried Pipelines in Sandy Slopes	15
Lateral Response of Hollow Circular Caisson Embedded in Nonlinear Soils	15
A General Method for Quantifying the Shear Strength Anisotropy of Soil	15
Research on Surface Settlement Characteristics of an Underwater Shield Tunnel Based on Conditional Random Field Theory	15
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	15
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	15
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	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
Seismic Design of Mechanically Stabilized Earth Walls Built in Confined Spaces Considering Strain Localization and Bilinear Failure Surfaces	14
Interfacial Wave Propagation at Spring Contact of Functionally Graded Fiber-Reinforced and Isotropic Elastic Semi-Infinite Media	14
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
Evaluation of Liquefaction Potential of Fiber-Reinforced Coral Sand: An Energy-Based Method	14
Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure	14
Upper Bound Collapse Load of Strip Footing that Rests on Unsaturated Sands	14
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	14
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	14
Experimental Evaluation of Internal Erosion Using Groove Erosion Test	14
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	14
Shear Stress Distribution of Fully Grouted Rockbolts under Tensile Loads	14
Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading	14
Effect of Potassium Nitrate on the Potential Swelling and Shrinkage of an Expansive Soil	14
Pseudodynamic Analysis of Strength Nonlinear 3D Soil Slopes Based on Multicone Failure Mechanism	14
Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock	14
A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation	14
Equivalent Elastic Model and Deformation Characteristics of X-Type Cross-Jointed Rock Mass	14
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	14
Effects of Creep on Grout Efficiency in Clay	14
The Strength Law of Coconut Shell Fiber–Reinforced Soils Based on the Hardin–Drnevich Model	14
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	14
Closure to “Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil” by Kedar Birid and Deepanka	14
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	13
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	13
Microstructural Evolution alongside the Strength Degradation of Soft Marine Soil under Cyclic Loading	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
Numerical Analysis of Deep Tunnels in Viscoplastic Rock Mass Considering the Creep and Shrinkage of the Concrete Lining	13
Deformation Characteristics Prediction for Asymmetric Retaining Structure Systems in Adjacent Excavations	13
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	13
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	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
Application of Methane Hydrate Critical State Soil Model on Multistage Triaxial Tests of Methane Hydrate-Bearing Sediment	13
Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect	13
Study of the Size Effects and the Macro- and Microscopic Bearing Characteristics of Anchor Plate Foundations Based on the Discrete-Element Method	13
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	13
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	13
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	13
Interaction Analysis of Uplift Pile Groups Based on Nonlinear Deformation: Theory and Model Test	13
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	13
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	13
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	13
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	13
Workflow for Wellbore Stability Analysis in a Clay-Rich Reservoir Using Laboratory-Guided Constraints	13
Stability and Deformation Responses of Earth Slopes Subjected to Multiple Natural and Manmade Hazards	13
Optimization of the Roof Protection Layer for Remnant Pillars via the Reengineering of the Mechanical Environment of an Overlying Artificial Roof	13
Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique	13
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	13
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	13
Fracturing and Ultimate State of Binary Carbonate Sands	13
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	13
Three-Dimensional Seismic Nonlinear Analysis of Topography–Structure–Soil–Structure Interaction for Buildings near Slopes	12
Effect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer	12
Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable	12
Mechanical Response of Cement-Stabilized Pond Ash during Repeated Loading Based on Shakedown Concept	12
Enhancement Mechanism of the Mechanical and Shrinkage Properties of Red Clay Solidified Using the Consolid System	12
Study on Seismic Response Analysis of a Two-Stage T-Shaped Assembled Retaining Wall	12
Shear Failure Behavior and a Shear Strength Prediction Model of Unbonded Rock–Cement Interface	12
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	12
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	12
Evaluation of Low Stress and Cracking Zones in the Core of a High Rockfill Dam in a Relatively Narrow Canyon Using 3D Numerical Modeling	12
Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads	12
Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil	12
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure	12
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	12
Multiyield-Surface Implementation of a Simplified Three-Dimensional Hoek–Brown Strength Criterion	12
Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method	12
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	12
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	12
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	12
Analytical Modeling for the Axial Load Transfer Mechanism of Reamed Precast Concrete Pile in Pile–Slab Structure Subgrades	12
Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method	12
Interactive Role of Rolling Friction and Cohesion on the Angle of Repose through a Microscale Assessment	12
Coupled Two-Phase Flow and Elastodamage Modeling of Laboratory and In Situ Gas Injection Experiments in Saturated Claystone as a Potential Host Rock for Nuclear Waste Repository	12
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	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
Mechanical Behavior of Cemented Sand under Plane Strain Condition	12
Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume	12
Closure to “Dynamic Behavior of Stone Column–Improved Soft Clay under Three-Stage Traffic Loads”	12
Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw	12
Dispersive Constraints of Antiplane Shear Waves in a Strain-Gradient LoH Model under an Inflexible Boundary Plane and Initial Pressure	12
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading	12
Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand	12
Influences of the Hard Rock Proportion Coefficient on the Evolution Pattern and Fractal Characteristics of Mining Fractures in a Composite Roof	12