International Journal of Geomechanics

Article	Citations
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	97
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	92
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	66
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	57
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	53
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	53
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	53
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	48
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	47
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	46
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	45
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	42
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	39
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	39
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	35
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	34
Model Test on Backward Erosion Piping under a K0 Stress State	34
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	31
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	31
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	31
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	30
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	30
A New Saturation-Based Framework for Compaction Quality Control	30
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	30
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	29

Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	29
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	28
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	28
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	28
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	28
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	27
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	27
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	27
The Effect of Foundation Shape on Subgrade Reaction Coefficient	25
Influence of Sample Reconstitution on Advanced Model Calibration	25
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	24
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	24
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies	24
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	24
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	24
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	24
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	24
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	24
An Empirical Swelling Pressure Kinetics Model for Bentonite and Bentonite-Based Materials Hydrated under Constant Volume Conditions	23
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	23
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	23
Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model	23
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	23
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	23
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	23
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	23
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	23
A New Index for Estimating the Improved Depth of Dynamic Compaction	23
Bearing Capacity Estimation for Strip Foundation under Transient Flows	22
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	22
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	22
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	22
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	22
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	22
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	21
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	21
Numerical Investigation on the Grouting Penetration Process of Quick-Setting Grout in Discrete Fractured Rock Mass Based on the Combined Finite–Discrete-Element Method	21
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	21
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	21
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	21
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	21
A Soil Water Retention Curve Model Based on Fractal Pore Size Distribution Considering Adsorption and Capillarity	21
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	21
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	20
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	20
Shear Strength Characteristics of Frozen Fine Sands under Direct Shear Testing Conditions	20
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	20
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	20
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	20
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	20

DEM Investigation of Energy Dissipation at Particle Contacts in Granular Soil Under Cyclic Torsional Shear	20
Evolution of Natural Joints' Mesoscopic Failure Modes under Shear Tests: Acoustic Emission Investigation	20
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	20
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	20
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	19
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	19
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	19
Evaluation of Destress Blasting Effectiveness Using the Seismic Moment Tensor Inversion and Seismic Effect Methods	19
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	19
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	19
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	19
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	19
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	19
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	19
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	19
Element Failure Risk Assessment of Soil Slope	19
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	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
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	18
Experimental Investigation of the Pipe Force Mechanism and TSR Strengthening Effects for Buried Pipe Systems in Slopes	18
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	18
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	18
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	18
Settlement Calculation Method for Peat Soil Foundations	18
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	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
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	18
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	18
Reviewers	17
Effect of Excitation-Applied Manners on Permanent Displacements of Planar Slopes Using Dynamic Sliding Blocks Analysis	17
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	17
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	17
Bearing Capacity Design of Ram-Compacted Bearing Base Piling Foundations by Simple Numerical Cavity Expansion Approach	17
Analysis of Stability of Concealed Cataclinal Slopes with Talus Deposits Accumulated at Their Toes with Respect to Biplanar Failure	17
Energy Response Characteristics of Laterally Loaded Piles	17
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	17
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	17
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	17
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	17
Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China	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
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	17
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	17
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	17
Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils	17
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	16
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	16
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	16
Seismic Design of Mechanically Stabilized Earth Walls Built in Confined Spaces Considering Strain Localization and Bilinear Failure Surfaces	16
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	16
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	16
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	16
Earthquake Response of Connected and Unconnected Back-to-Back Geosynthetic-Reinforced Soil Walls	16
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	16
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	16
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	16
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	16
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	16
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	16
Effects of Creep on Grout Efficiency in Clay	16
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	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
A General Method for Quantifying the Shear Strength Anisotropy of Soil	15
Equivalent Elastic Model and Deformation Characteristics of X-Type Cross-Jointed Rock Mass	15
Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock	15
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	15
Lateral Response of Hollow Circular Caisson Embedded in Nonlinear Soils	15
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	15
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	15
A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation	15
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15
The Influence of Passive Dynamic Loading on the Performance of Buried Pipelines in Sandy Slopes	15
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	15
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	15
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	15
A Novel Hysteretic Soil–Water Retention Model with Contact Angle-Dependent Capillarity	15
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	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	14

Interfacial Wave Propagation at Spring Contact of Functionally Graded Fiber-Reinforced and Isotropic Elastic Semi-Infinite Media	14
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	14
Interaction Analysis of Uplift Pile Groups Based on Nonlinear Deformation: Theory and Model Test	14
Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze–Thaw Cycles	14
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	14
Shear Stress Distribution of Fully Grouted Rockbolts under Tensile Loads	14
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	14
Closure to “Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil” by Kedar Birid and Deepanka	14
Pseudodynamic Analysis of Strength Nonlinear 3D Soil Slopes Based on Multicone Failure Mechanism	14
Upper Bound Collapse Load of Strip Footing that Rests on Unsaturated Sands	14
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	14
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	14
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	14
Experimental Evaluation of Internal Erosion Using Groove Erosion Test	14
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	14
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	14
Application of Methane Hydrate Critical State Soil Model on Multistage Triaxial Tests of Methane Hydrate-Bearing Sediment	14
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	14
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	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
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	14
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	13
Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading	13
Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure	13
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	13
Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect	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
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
Fracturing and Ultimate State of Binary Carbonate Sands	13
The Strength Law of Coconut Shell Fiber–Reinforced Soils Based on the Hardin–Drnevich Model	13
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	13
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	13
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	13
Deformation Characteristics Prediction for Asymmetric Retaining Structure Systems in Adjacent Excavations	13
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	13
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	13
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	13
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	13
Microstructural Evolution alongside the Strength Degradation of Soft Marine Soil under Cyclic Loading	13
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	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
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	13
Workflow for Wellbore Stability Analysis in a Clay-Rich Reservoir Using Laboratory-Guided Constraints	13
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	13
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	12
Dispersive Constraints of Antiplane Shear Waves in a Strain-Gradient LoH Model under an Inflexible Boundary Plane and Initial Pressure	12
Numerical Analysis of Deep Tunnels in Viscoplastic Rock Mass Considering the Creep and Shrinkage of the Concrete Lining	12
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	12
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	12
Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil	12
Understanding the Effect of Pulp Mill Fly Ash on Strength, Compressibility, and Microstructure of Organic Soil	12
Effect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer	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
Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions	12
Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique	12
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	12
Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw	12
Three-Dimensional Seismic Nonlinear Analysis of Topography–Structure–Soil–Structure Interaction for Buildings near Slopes	12
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	12
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	12
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading	12
Enhancement Mechanism of the Mechanical and Shrinkage Properties of Red Clay Solidified Using the Consolid System	12
Mechanical Response of Cement-Stabilized Pond Ash during Repeated Loading Based on Shakedown Concept	12
Study on Seismic Response Analysis of a Two-Stage T-Shaped Assembled Retaining Wall	12
Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils	12
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	12
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	12
Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope	12
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure	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
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	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
3D Numerical Modeling of DMT Penetration and Membrane Expansion in Sand	11
Experimental and Numerical Study on Grouting Reinforcement of a Broken Rock Mass	11
Postcyclic Stiffness Behaviors of Laterite Clay under Various Conditions	11
Analysis of the Desorption and Outburst Characteristics of Soft and Hard Coal during Gas Pressure Relief	11
Upper Bound Analysis of Suction Effect on Tunnel Stability	11
Failure Mechanisms of Boreholes in Soft Coal Seams: Comparative Analysis of Protective Sieve Pipes	11
Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee	11
Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method	11
Pulling Resistance of Two Wooden Bolts Subjected to Continuous Loading in Anchoring Conservation of Earthen Sites	11
Fracture of Interparticle Bonds with Different Apex Angles	11
Analytical and Numerical Modeling Approaches for Estimating the Optimum Line of Extraction in Continuous Miner Workings with Field Observations	11
Role of Stress History on the Swelling–Shrinkage Behavior of Compacted Scaly Clay	11
Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion	11
Semianalytic Solution for Two-Dimensional Consolidation of Interbedded Soil	11
Critical-State Shear Strength and Pore Pressure of Granular Materials	11
Static Liquefaction Susceptibility of a Brazilian Iron Ore Tailings Dam: A Combined Laboratory Testing and Numerical Modeling Approach	11
Discussion of “Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi”	11
A New Analytical Approach for Determination of the Bearing Capacity of a Strip Foundation on a Granular Trench	11
Discussion of “The Effects of Temperature on One-Dimensional Consolidation and Creep Behaviors of Hong Kong Marine Deposits”	11
Uncertainties in Vertical Stress Distribution in Spatially Varying Random Elastic Half-Space	11