International Journal of Geomechanics

Article	Citations
The Effect of Foundation Shape on Subgrade Reaction Coefficient	78
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	76
A New Saturation-Based Framework for Compaction Quality Control	74
Analytical Study of Forces on a Glass Sphere under the Effects of Fluid's Viscosity, pH, and Ionic Strength for Flow-Induced Particle Mobilization	72
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	56
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	55
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	55
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	53
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	49
Limiting Force Profile for Laterally Loaded Piles in Undrained Clay	48
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	47
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	45
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	44
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	40
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	39
New Simple Breakage Index for Crushable Granular Soils	37
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	36
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	35
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	35
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	34
Theoretical Analysis of Postconstruction Load-Carrying Capacity of a Cast-in-Place Pile Installed inK0-Consolidated Anisotropic Clayey Soil	33
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	33
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	32
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	32
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	32

Calculation Method for Displacement-Dependent Earth Pressure on a Rigid Wall Rotating Around Its Base	31
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	31
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	31
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	30
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	29
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	28
Influence of Sample Reconstitution on Advanced Model Calibration	28
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	28
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	27
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	26
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	26
Model Test on Backward Erosion Piping under a K0 Stress State	26
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	25
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	25
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	25
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	25
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	24
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies	24
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	24
Multiple Fracture Growth in Modified Zipper Fracturing	24
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	24
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	24
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	23
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	23
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	23
Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model	23
Element Failure Risk Assessment of Soil Slope	22
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	22
Bearing Capacity Estimation for Strip Foundation under Transient Flows	22
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	22
Numerical Investigation on the Grouting Penetration Process of Quick-Setting Grout in Discrete Fractured Rock Mass Based on the Combined Finite–Discrete-Element Method	22
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	22
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	22
Shear Strength Characteristics of Frozen Fine Sands under Direct Shear Testing Conditions	22
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	21
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	21
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	21
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	21
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	21
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	20
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	20
DEM Investigation of Energy Dissipation at Particle Contacts in Granular Soil Under Cyclic Torsional Shear	20
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	20
Evaluation of Destress Blasting Effectiveness Using the Seismic Moment Tensor Inversion and Seismic Effect Methods	20
A New Index for Estimating the Improved Depth of Dynamic Compaction	20
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash	20
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	20
An Empirical Swelling Pressure Kinetics Model for Bentonite and Bentonite-Based Materials Hydrated under Constant Volume Conditions	20
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	19
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	19

Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	19
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	19
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	19
Evolution of Natural Joints' Mesoscopic Failure Modes under Shear Tests: Acoustic Emission Investigation	19
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	19
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	19
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	19
Energy Response Characteristics of Laterally Loaded Piles	18
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	18
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	18
Analysis of Stability of Concealed Cataclinal Slopes with Talus Deposits Accumulated at Their Toes with Respect to Biplanar Failure	18
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	18
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	18
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	18
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	18
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	18
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	18
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	18
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	18
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	17
Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China	17
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	17
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	17
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	17
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	17
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	17
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	17
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	17
Experimental Investigation of the Dynamic Characteristics of Treated Silt Using Lignin: Case Study of Yellow River Flood Basin	17
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	17
Earthquake Response of Connected and Unconnected Back-to-Back Geosynthetic-Reinforced Soil Walls	17
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	17
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	17
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	17
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	17
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	16
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	16
Retraction: Shang, Y., Dang, H., Huang, S., and Zhang, G. 2020. “Experimental Study on the Settlement Properties of Silt Containing Fine Particles after Liquefaction: Case of Xiong'an New Area of Chin	16
Bearing Capacity Design of Ram-Compacted Bearing Base Piling Foundations by Simple Numerical Cavity Expansion Approach	16
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	16
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	16
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	16
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	16
Settlement Calculation Method for Peat Soil Foundations	16
Experimental Research on Strain Transfer Behavior of Fiber-Optic Cable Embedded in Soil Using Distributed Strain Sensing	16
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	16
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	15
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT	15
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	15
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	15
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	15
ASS-GPR: Adaptive Sequential Sampling Method Based on Gaussian Process Regression for Reliability Analysis of Complex Geotechnical Engineering	15
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	15
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	15
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	15
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	15
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	15
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	15
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	15
Effect of Excitation-Applied Manners on Permanent Displacements of Planar Slopes Using Dynamic Sliding Blocks Analysis	15
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	15
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	15
Experimental Evaluation of Internal Erosion Using Groove Erosion Test	15
A General Method for Quantifying the Shear Strength Anisotropy of Soil	15
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	15
Effects of Creep on Grout Efficiency in Clay	14
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	14
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	14
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	14
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	14
Equivalent Elastic Model and Deformation Characteristics of X-Type Cross-Jointed Rock Mass	14
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	14
Shear Stress Distribution of Fully Grouted Rockbolts under Tensile Loads	14
Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock	14
Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	14
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand	14
Optimum Scheme Selection for Multilayer Perceptron-Based Monte Carlo Simulation of Slope System Reliability	14
Lateral Response of Hollow Circular Caisson Embedded in Nonlinear Soils	14
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	14
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	14

Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze–Thaw Cycles	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
Bimodal Soil–Water Retention Curve and k -Function Model Using Linear Superposition	14
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	14
A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation	13
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	13
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	13
Application of Methane Hydrate Critical State Soil Model on Multistage Triaxial Tests of Methane Hydrate-Bearing Sediment	13
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	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
A Novel Hysteretic Soil–Water Retention Model with Contact Angle-Dependent Capillarity	13
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	13
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	13
Influence of Particle-Scale Properties on Fracture Behavior of Silica Sand	13
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	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
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	13
Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope	13
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	13
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	13
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	13
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	13
Microstructural Evolution alongside the Strength Degradation of Soft Marine Soil under Cyclic Loading	13
Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure	13
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	13
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	13
Shaft Friction Characteristics of Two FRP Seawater Sea–Sand Concrete Piles in a Rock Socket with or without Debris	12
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	12
New Frequency Domain–Based Inverse Ground Response Analysis Framework for the Determination of Dynamic Soil Properties	12
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies	12
Stability and Deformation Responses of Earth Slopes Subjected to Multiple Natural and Manmade Hazards	12
Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw	12
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	12
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	12
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	12
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	12
Investigation of the Evolution Characteristic of Abutment Pressure during the Longwall Retreat Mining Process: A Case Study Using Field Tests and Numerical Simulation Method	12
Upper Bound Collapse Load of Strip Footing that Rests on Unsaturated Sands	12
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	12
Fracturing and Ultimate State of Binary Carbonate Sands	12
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	12
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	12
Numerical Analysis of Deep Tunnels in Viscoplastic Rock Mass Considering the Creep and Shrinkage of the Concrete Lining	12
Monitoring Surcharge Loading-Induced Densification of Soft Soils through Time-Domain Reflectometry	12
Interfacial Wave Propagation at Spring Contact of Functionally Graded Fiber-Reinforced and Isotropic Elastic Semi-Infinite Media	12
Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading	12
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	12
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	12
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	12
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	12
Numerical Investigation of Soil Arching in Dense Sand	12
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	12
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	11
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	11
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure	11
Influences of the Hard Rock Proportion Coefficient on the Evolution Pattern and Fractal Characteristics of Mining Fractures in a Composite Roof	11
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	11
Three-Dimensional Seismic Nonlinear Analysis of Topography–Structure–Soil–Structure Interaction for Buildings near Slopes	11
Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method	11
Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope	11
Effect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer	11
Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils	11
Axial Pullout Behavior of Buried Medium-Density Polyethylene Gas Distribution Pipes	11
Enhancement Mechanism of the Mechanical and Shrinkage Properties of Red Clay Solidified Using the Consolid System	11
Dissipated Energy as the Evaluation Index for the Double Reduction Method	11
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	11
Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume	11
Dispersive Constraints of Antiplane Shear Waves in a Strain-Gradient LoH Model under an Inflexible Boundary Plane and Initial Pressure	11
Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method	11
Multiyield-Surface Implementation of a Simplified Three-Dimensional Hoek–Brown Strength Criterion	11
Discussion of “Novel Approach to Determine Soil–Water Retention Surface” by Mateus Bezerra Alves da Costa and André Luís Brasil Cavalcante	11
Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure	11
Evaluation of Low Stress and Cracking Zones in the Core of a High Rockfill Dam in a Relatively Narrow Canyon Using 3D Numerical Modeling	11
Mechanical Response of Cement-Stabilized Pond Ash during Repeated Loading Based on Shakedown Concept	11
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading	11
Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions	11
Effects of Overconsolidation and Structural Behaviors of Shanghai Clay on Deformation Caused by Deep Excavation	10
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors	10
Postcyclic Stiffness Behaviors of Laterite Clay under Various Conditions	10
Critical-State Shear Strength and Pore Pressure of Granular Materials	10
Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method	10
Tensile Strengths and Size Effects of Biocemented Sands	10
Role of Stress History on the Swelling–Shrinkage Behavior of Compacted Scaly Clay	10
Deformation Behavior of Sandstones during Multilevel Cyclic Loading and Unloading under Varying Lower Stress Limits: Effect of Stress Amplitude and Underlying Mechanism	10
Semianalytic Solution for Two-Dimensional Consolidation of Interbedded Soil	10
Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load	10
Pulling Resistance of Two Wooden Bolts Subjected to Continuous Loading in Anchoring Conservation of Earthen Sites	10
Stability Design Charts and Equations for Rectangular Tunnels Using Terzaghi's Modified Stability Factors and Machine Learning	10
Influence of Prefabricated Fissure Combinations on Strength and Failure Characteristics of Rock-Like Specimens under Uniaxial Compression	10
Upper Bound Analysis of Suction Effect on Tunnel Stability	10
Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties	10
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis	10
Strength Development Behavior of Cement-Treated Mud with Emphasis on Early-Stage Performance	10
Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion	10