International Journal of Geomechanics

Article	Citations
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	85
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	84
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	65
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	56
Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	53
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	51
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	50
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	50
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	47
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	44
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	43
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	43
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	43
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	39
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	38
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	36
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	35
The Effect of Foundation Shape on Subgrade Reaction Coefficient	34
Influence of Sample Reconstitution on Advanced Model Calibration	33
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	32
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	30
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	30
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	29
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	29
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	28

Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	28
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	28
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	27
A New Saturation-Based Framework for Compaction Quality Control	27
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	27
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	26
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	26
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	26
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	26
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	26
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies	25
Theoretical Analysis of Postconstruction Load-Carrying Capacity of a Cast-in-Place Pile Installed inK0-Consolidated Anisotropic Clayey Soil	25
Limiting Force Profile for Laterally Loaded Piles in Undrained Clay	25
New Simple Breakage Index for Crushable Granular Soils	25
Calculation Method for Displacement-Dependent Earth Pressure on a Rigid Wall Rotating Around Its Base	24
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	23
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	23
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	23
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	23
Model Test on Backward Erosion Piping under a K0 Stress State	23
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	23
A New Index for Estimating the Improved Depth of Dynamic Compaction	23
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	23
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	23
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	23
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	23
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	23
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	22
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	22
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	22
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	22
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	22
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	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
Element Failure Risk Assessment of Soil Slope	21
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	21
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	21
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	21
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	21
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	21
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	21
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	21
Bearing Capacity Estimation for Strip Foundation under Transient Flows	20
Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model	20
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	20
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	20
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	20
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	20
Evolution of Natural Joints' Mesoscopic Failure Modes under Shear Tests: Acoustic Emission Investigation	20
Shear Strength Characteristics of Frozen Fine Sands under Direct Shear Testing Conditions	19

DEM Investigation of Energy Dissipation at Particle Contacts in Granular Soil Under Cyclic Torsional Shear	19
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	19
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	19
Evaluation of Destress Blasting Effectiveness Using the Seismic Moment Tensor Inversion and Seismic Effect Methods	19
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	19
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	19
An Empirical Swelling Pressure Kinetics Model for Bentonite and Bentonite-Based Materials Hydrated under Constant Volume Conditions	19
In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method	19
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	19
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	18
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	18
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	18
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	18
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	18
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	18
Energy Response Characteristics of Laterally Loaded Piles	18
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	18
Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	18
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	17
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	17
Experimental Investigation of the Pipe Force Mechanism and TSR Strengthening Effects for Buried Pipe Systems in Slopes	17
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	17
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	17
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	17
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	17
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	17
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	17
Exploring the Water and Temperature Regimes’ Mechanical Characteristics of a Plain Concrete Pile Composite Foundation under Freeze–Thaw Cycles: A Model Testing Study	17
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	17
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	17
Settlement Calculation Method for Peat Soil Foundations	17
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	17
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	16
Experimental Research on Strain Transfer Behavior of Fiber-Optic Cable Embedded in Soil Using Distributed Strain Sensing	16
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	16
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	16
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	16
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	16
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	16
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	16
A Method for Nonlinear Analysis of Raft Resting on Multilayered Heterogeneous Soils	16
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	16
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	16
Bearing Capacity Design of Ram-Compacted Bearing Base Piling Foundations by Simple Numerical Cavity Expansion Approach	16
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	16
Analysis of Stability of Concealed Cataclinal Slopes with Talus Deposits Accumulated at Their Toes with Respect to Biplanar Failure	16
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT	16
Stability Analysis of Slopes Subjected to Transient Unsaturated Seepage Effect Considering Hydromechanical Coupling Effect	16
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	16
Effect of Excitation-Applied Manners on Permanent Displacements of Planar Slopes Using Dynamic Sliding Blocks Analysis	16
Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China	16
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	15
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	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
Earthquake Response of Connected and Unconnected Back-to-Back Geosynthetic-Reinforced Soil Walls	15
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	15
Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	15
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	15
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	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	15
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	15
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	14
Experimental Evaluation of Internal Erosion Using Groove Erosion Test	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
Effects of Creep on Grout Efficiency in Clay	14
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	14
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand	14
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	14
ASS-GPR: Adaptive Sequential Sampling Method Based on Gaussian Process Regression for Reliability Analysis of Complex Geotechnical Engineering	14
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	14
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	14
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	14
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	14
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	14
Optimum Scheme Selection for Multilayer Perceptron-Based Monte Carlo Simulation of Slope System Reliability	14
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	14
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	14

Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	14
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	14
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	14
A Novel Elastoplastic Damage Model for Hard Rocks under True Triaxial Compression: Analytical Solutions and Numerical Implementation	14
Lateral Response of Hollow Circular Caisson Embedded in Nonlinear Soils	14
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	13
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	13
A Novel Hysteretic Soil–Water Retention Model with Contact Angle-Dependent Capillarity	13
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	13
Equivalent Elastic Model and Deformation Characteristics of X-Type Cross-Jointed Rock Mass	13
Microstructural Evolution alongside the Strength Degradation of Soft Marine Soil under Cyclic Loading	13
Interaction Analysis of Uplift Pile Groups Based on Nonlinear Deformation: Theory and Model Test	13
Investigation into the Displacement-Dependent Lateral Earth Pressure on the Rigid Retaining Wall with Different Modes of Movement: Modeling with the Trigonometric Function	13
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	13
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
A General Method for Quantifying the Shear Strength Anisotropy of Soil	13
Experimental and Numerical Analyses of Shear Failure Mechanisms of Rock Bolt Surrounded by Bedded Rock	13
Monitoring Surcharge Loading-Induced Densification of Soft Soils through Time-Domain Reflectometry	13
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	13
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	13
Closure to “Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil” by Kedar Birid and Deepanka	13
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	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
Investigation on Fracture Mode and Initiation Mechanisms of Cracks in Sandstone Disk Containing a Preexisting Flaw	13
Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze–Thaw Cycles	13
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	13
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	13
Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique	13
Failure Envelopes for Circular Foundations on Two-Layered Clay under Combined Loading	13
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	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	12
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	12
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	12
Numerical Analysis of Deep Tunnels in Viscoplastic Rock Mass Considering the Creep and Shrinkage of the Concrete Lining	12
Prediction Models for Computation of Deformations and Interface Stresses in a Two-Layered Pavement Structure	12
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	12
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	12
Enhancement Mechanism of the Mechanical and Shrinkage Properties of Red Clay Solidified Using the Consolid System	12
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	12
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	12
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	12
The Strength Law of Coconut Shell Fiber–Reinforced Soils Based on the Hardin–Drnevich Model	12
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	12
Euler–Bernoulli Pile Element for Nonlinear Buckling Analysis of Single Piles in Slope	12
Application of Methane Hydrate Critical State Soil Model on Multistage Triaxial Tests of Methane Hydrate-Bearing Sediment	12
Fracturing and Ultimate State of Binary Carbonate Sands	12
Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable	12
Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method	12
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	12
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	12
Pseudodynamic Analysis of Strength Nonlinear 3D Soil Slopes Based on Multicone Failure Mechanism	12
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	12
Stability and Deformation Responses of Earth Slopes Subjected to Multiple Natural and Manmade Hazards	12
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies	12
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	12
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	12
Mechanical Behavior of Cemented Sand under Plane Strain Condition	12
Influences of the Hard Rock Proportion Coefficient on the Evolution Pattern and Fractal Characteristics of Mining Fractures in a Composite Roof	12
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	12
Dispersive Constraints of Antiplane Shear Waves in a Strain-Gradient LoH Model under an Inflexible Boundary Plane and Initial Pressure	11
Interactive Role of Rolling Friction and Cohesion on the Angle of Repose through a Microscale Assessment	11
Mechanical Response of Cement-Stabilized Pond Ash during Repeated Loading Based on Shakedown Concept	11
Multiyield-Surface Implementation of a Simplified Three-Dimensional Hoek–Brown Strength Criterion	11
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	11
Understanding the Effect of Pulp Mill Fly Ash on Strength, Compressibility, and Microstructure of Organic Soil	11
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	11
Surface Settlement of Shallow Shield Tunneling: Face Pressure, Tail-Void Grouting Pressure, and Grout Volume	11
Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads	11
Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties	11
Pulling Resistance of Two Wooden Bolts Subjected to Continuous Loading in Anchoring Conservation of Earthen Sites	11
Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope	11
Probabilistic Seismic Stability Analysis of Reinforced Soil Retaining Structures in Partially Saturated Conditions	11
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	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
Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil	11
Shear Failure Behavior and a Shear Strength Prediction Model of Unbonded Rock–Cement Interface	11
General Approximate Analytical Solutions for One-Dimensional Nonlinear Consolidation of Soft Soils under Time-Dependent Loading	11
Critical-State Shear Strength and Pore Pressure of Granular Materials	11
Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load	11
Analytical and Numerical Modeling Approaches for Estimating the Optimum Line of Extraction in Continuous Miner Workings with Field Observations	11
Discussion of “Novel Approach to Determine Soil–Water Retention Surface” by Mateus Bezerra Alves da Costa and André Luís Brasil Cavalcante	11
Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure	11
Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils	11
Effect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer	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
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	11
Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure	11
Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand	11
Numerical Investigation of Ground-Borne Vibration Mitigation by Infilled Trenches in a Poroelastic Half-Space Considering the Moving Water Table	11
Experimental and Numerical Study on Grouting Reinforcement of a Broken Rock Mass	11
Novel Model for Limit-Equilibrium Analysis of Slope Stability with a Nonlinear Strength Criterion	11
Effect of Soil Moisture Evaporation Rate on Dynamic Measurement of Water Retention Curve with High-Capacity Tensiometer	10
Measurement and Inversion of the Stress Distribution in a Coal and Rock Mass with a Fault	10