International Journal of Geomechanics

Article	Citations
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	143
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	60
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	57
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	56
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	48
Analysis and Prediction of the Behavior of Porous Media in the Caving Zone Based on Parametric Discrete-Element Modeling	48
Assessment of Coupled Consolidation and Contaminant Transport on the Performance of Cationic Surfactant–Modified Bentonite-Loess Landfill Liners	47
Spherical Cavity Expansion–Based Method for Cone Factor Considering the Nonlinear Characteristics of Clay	46
Evaluation of the Supporting Effectiveness of Negative Poisson’s Ratio Anchor Cables in Antidip Slope Excavation and Seismic Response	45
A New Saturation-Based Framework for Compaction Quality Control	40
Damage Evolution Analysis of Loess Slope under Dynamic Compaction Based on the Multielectrode Resistivity Method	39
Twin-Shear Unified Strength Theory–Based Solution for Maximum Allowable Mud Pressure in Horizontal Directional Drilling	38
Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation	37
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	36
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	36
Analysis of Consolidation and Undrained Shearing of Saturated Clays Subjected to Thermal Loading	35
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	34
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	33
A Macro–Microscopic Coupled Mixed Finite-Element Model for One-Dimensional Nonlinear Consolidation	33
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	33
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	33
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	32
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	32
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	31
Internal Hydraulic Pressure Influence on the Transition of Shear Mechanical Responses of Rock Masses Containing Nonpersistent Joints	31

Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement	31
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	30
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	30
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	30
Critical Stability Analysis of Slopes Using Stress Characteristics in Purely Cohesive Soil	30
Swarm-Based Extreme Gradient Boosting Models for Predicting the Undrained Stability Factor of Twin Circular Tunnels	30
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	30
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	29
Breakage Behavior of Geotextile-Encased Recycled Aggregate Columns in Soft Soil: A Numerical Investigation	29
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	29
Energy Conversion Mechanisms and the Governing Role of Surrounding Rock Stiffness during Strain Bursts	28
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	28
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	28
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	28
Analytical Method for Estimating the Bearing Capacity of Stone Column Groups	27
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	27
The Effect of Foundation Shape on Subgrade Reaction Coefficient	27
Mechanical Responses and Temporal Multifractal Behaviors of Rock–Coal–Rock Composite Body under Uniaxial Compression Using an AE Monitoring Tool	26
Interactive Effects of Prior Distributions and Likelihood Function on Bayesian Model Updating of Slope Reliability	26
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	26
Influence of Sample Reconstitution on Advanced Model Calibration	26
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	25
Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading	25
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	24
Enzyme-Induced Carbonate Precipitation Using Yellow Soybean for Eco-Friendly Treatment of Expansive Soils	24
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	24
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	23
Closure to “Investigation of the Performance of Steel Slag–Granite Ballast Mixture under Cyclic Loading”	23
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	23
A Soil Water Retention Curve Model Based on Fractal Pore Size Distribution Considering Adsorption and Capillarity	23
Closure to “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	23
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	23
Study on Permeability of Clay under Saline Environment Change and Permeability Prediction Considering Electrochemical Characteristics	23
Discussion of “Comparative Performance of Geosynthetic-Encased Columns with Steel Slag and Gravel for Soft Soil Improvement”	22
Failure Analysis of Surrounding Rocks between Pile Holes and Water-Rich Karst Areas	22
Orthotropic Elastic Model and Its Parameters in Anchored Layered Rock Mass under Varying Incident Angles: Development and Validation	22
Predicting the Critical Grout Pressure in Anisotropic Rocks Based on the Maximum Energy Release Rate Criterion	22
Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System	22
Grooving Mechanism of Underground Diaphragm Wall Using CFD–DEM Model	22
Back-Calculation of a Failure in Multilayered Stacked Geotextile Tubes Using DEM-CFD	22
Seismic Performance Evaluation of the Interaction between RC Buildings and Soil-Nailed Structures	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	21
The Effect of Cement Content on the Poroelastic Parameters and Grain Crushing of Artificial Sandstones	21
Element Failure Risk Assessment of Soil Slope	21
A Regression Model for Predicting the Subgrade Modulus of Geocell-Reinforced Sand Beds	21
Analytical Study on the Pullout Distribution of an Anchor with Multiple Grout Bulbs	21
Closure to “Effect of Installation Disturbance on Pullout Capacity of Helical Soil Nails in Cohesionless Soils: Experimental and Numerical Studies”	21
Discussion of “Groundwater-Induced Settlements of Group Piles in Sand through Rising and Falling Phases of Groundwater Fluctuation”	20
Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns	20
A Micromechanics-Based Model of Direct Tensile Fracture in Brittle Rocks under Confining Pressure	20

Effect of Inherent Anisotropy on the Triaxial Compression Behavior of Coral Sand	20
Analytical Solution for the Settlement Calculation of a PCCS Composite Foundation under Embankment Loads	20
Force Networks Analysis on the Mesoscale Mechanisms of 2D Arching Effect Development and Degeneration	20
Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept	20
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers	20
Stability Assessment of Bolt-Reinforced Rock Slopes Considering Corrosion Effects	20
Piping-Seepage Mechanism of Tailings with Different Fine Particle Contents	20
Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints	20
Laboratory Evaluation of the Engineering Properties of Fluidized Solidified Soil Prepared with Multisource Solid Waste for Municipal Backfill Engineering	19
Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model	19
Analytical Solutions for Radial Consolidation of Soft Ground Improved by Composite Piles Considering Time and Depth-Dependent Well Resistance	19
Mechanism of Floor Water Inrush Induced by Fault Activation under Earthquake Conditions	19
Bearing Capacity Estimation for Strip Foundation under Transient Flows	19
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	19
A New Index for Estimating the Improved Depth of Dynamic Compaction	19
Modeling of Thermomechanical Energy Pile Behavior with Temperature-Induced Radial Effects	19
Mechanisms and Modeling Methods of Strain-Softening Behavior of Unsaturated Soils	19
One-Dimensional Reverse Consolidation Model for Basal Soil from Deep Excavation Based on the Continuous Drainage Boundary	19
Calculation Method for Lateral Response of Single Batter Piles in Sandy Slopes	19
Performance Prediction Model for Disc Cutters Considering Joint Spatial Location and Degradation Effects	19
Lower-Bound Finite-Element Limit Analysis of Axisymmetric Active Earth Pressure Incorporating Shear Strength Nonlinearity of Soils	19
Numerical Study on the Rock-Breaking Mechanism and Stress Superposition Effect of Double-Hole Delayed Blasting in Deep Reservoirs	19
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	19
Torque-Transferring Characteristics of Offshore Tetrapod Piled Jacket Foundations in Dense Sand	19
Correlation Analysis and Prediction of Sandstone Strength Considering Drilling Parameters and Petrographic Characteristics	18
Study on Elevation Effect of Vibration Velocity by Dynamic Compaction on Loess High Slope Based on Dimensional Analysis Method	18
Determination of Minimum Intermediary Hold Durations in Multistage First-Filling Schedule of Earth-Fill Dam Reservoirs	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
Study on the Characteristics of Strata Movement and Surface Subsidence Induced by Multiseam Mining	18
Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion	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
Large-Scale Failure Mechanism of a Footwall with Steeply Inclined Discontinuities in a Sublevel Caving Mine	18
Experimental Investigation of the Pipe Force Mechanism and TSR Strengthening Effects for Buried Pipe Systems in Slopes	18
Coupled Hydrodynamic–Geotechnical Analysis of Vertical Breakwater Stability under Solitary Wave Impact	18
Numerical Simulation of Rock Fracture and Permeability Characteristics under Stress–Seepage–Damage Coupling Action	18
A Homogenized-Based Model for Estimating the Thermal Conductivity of Unsaturated Granular Soils	18
Energy Response Characteristics of Laterally Loaded Piles	18
Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory	18
Reviewers	18
Analytical Solution for One-Dimensional Electroosmotic Consolidation of a Multilayered Soil System	17
Research and Application of an Intelligent Prediction of Rock Bursts Based on a Bayes-Optimized Convolutional Neural Network	17
Experimental Study on Load-Transfer Mechanism and Failure Mode of Batter Pile under Oblique Uplift Loading	17
Settlement Calculation Method for Peat Soil Foundations	17
Meso/Microscale Parameter Correlation Model of Sandstone Based on the Hoek–Brown Criterion and Parallel Bond Model	17
Closure to “Effects of Particle Shape on the Shear Behavior and Breakage of Ballast: A DEM Approach”	17
Exact Slip-Line Solution for Seismic Passive Earth Pressure Considering Stress Singularity and Its Application	17
Plasticity-Based Approaches for Infinite Slope Analysis of Nonlinear Bonded Soils	17
Three-Dimensional Active and Passive Seismic Stability Analysis of Shallow Shield Tunnel Faces	17
Analytical Solution for Consolidation of Soft Soil with Partially Penetrated Stiffened Deep-Mixed Columns under an Embankment	17
Inversion Analysis of the 3D Geostress Field of Extremely Deep Underground Caverns with Fold Structure: A Study of the China Jinping Underground Laboratory	16
Influence of Cyclic Amplitude of Deviatoric Stress on Deformation Behavior of Saturated Sand under Different Stress Paths	16
Vibration Velocity Response in Sandy Foundations under Embedded Blast Loading: A Field Experimental Study	16
Seismic Response Analysis of Concrete Gravity Dam under Near-Fault Velocity Pulse-Like Ground Motions	16
Calculation Method for the Loose Circle of Tunnel-Surrounding Rock Considering the Strain-Softening Effect	16
Erratum for “Behavior of an Embankment on Soft Ground Improved with Soil–Geopolymer Deep Mix Columns under Static and Cyclic Loadings ”	16
Natural Frequency and Foundation Damping of Colocated and Hybrid Systems Sharing Wind Turbine Monopiles under Operational Conditions	16
Analysis on the Influence of Geometric Parameters of a Circular Steel Pipe with Flange Plates on Surface Settlement	16
Impact Fracture Characteristics of Red Sandstone with Varying Moisture Contents under Biaxial Static Compressive Stress	16
Nonlinear Consolidation of Composite Foundations Reinforced with Pervious Concrete Piles: Analytical and Design-Oriented Solutions considering Porosity Effect	16
Integrated Soil–Pile Elements for Inelastic Design of Steel Piles Considering Lateral Soil–Pile Interactions	16
Discrete-Element Investigation on the Progressive Failure of Cut-and-Cover Tunnel Lining with Various Section Features	16
Direct Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application	16
Investigation of the Mechanical Properties and Failure Modes of Single Calcareous Sand Particles and Artificially Cemented Particles	16
Mechanical Behavior of Sand Reinforced with Disposable Face Mask Chips under Biaxial Shear Conditions	16
Field Grouting Test Study for High-Level Radioactive Waste Disposal at the Beishan Underground Research Laboratory	16
Analytical Solutions for Thermomechanical Soil Structure Interaction in Single Energy Piles Exhibiting Irreversible Interface Behavior	16
Erratum for “A Hybrid Second-Order Exponential Cone Programming–Based Lower Bound Finite-Element Limit Analysis Framework for Rock Tunnels in Anisotropic Rock Masses”	16
3D Seismic Displacement Analysis of Pile-Reinforced Slopes in Anisotropic Layered Soils	15
Effect of Acid Contamination on the Microscopic and Strength Properties of Tianjin Soft Clay	15
Three-Dimensional Morphological Characteristics and Shear Behavior of Yellow Sandstone Structural Surfaces under High-Temperature Conditions	15
Effects of Creep on Grout Efficiency in Clay	15
A Unified Generalized Plasticity Model for Cemented and Uncemented Sand–Gravel Materials	15
Analytical Solution of SH-Wave Scattering by Arbitrary Shape Tunnels in Nonlocal Fractional-Order Viscoelastic Half-Space	15
Plane Strain Simplified Analysis of Consolidation of a Foundation Penetrated by Concrete-Cored Gravel Columns	15
Finite Hankel Transform Method–Based Analysis of Axisymmetric Free-Strain Consolidation Theory for Unsaturated Soils	15
Climate Change Adaptation of Elbe River Flood Embankments via Suction-Based Design	15
Finite-Element Lower Bound Lateral Pullout Capacity of Vertical Strip Anchors	15
Experimental and Numerical Investigation of the Performance of Suction Buckets Subjected to Extreme Cyclic Tensile Loading in Sand	15
Identification of Distributed Lateral Earth Pressure in Excavations Based on High-Dimensional Bayesian Inference	15
A Statistical Damage Constitutive Model for Graded Gravels Incorporating the Degree of Compaction and the Damage-Softening Index	15

Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode	15
Analytical Solution Considering Soil–Lining Tangential Contact and Axis Force Term for a Tunnel Subjected to Fault Movement	15
Failure Mechanisms and Strain-Dependent Parameters of Helical Soil-Nailed Walls under Seismic Conditions	15
Discussion of “Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing”	15
Modifying Sadov’s Empirical Formula for Group-Hole Blasting in Open-Pit Mine Conditions	15
Design Theory of Pervious Lining Based on the Conditional Cooperation Mechanism	15
Seismic Design of Mechanically Stabilized Earth Walls Built in Confined Spaces Considering Strain Localization and Bilinear Failure Surfaces	15
A Nonlinear Breakage Mechanics Model: From Extreme Entire Life Model to Breakage Evolution of Limestone Based on Separation of Helmholtz Free Energy under Cyclic Loading	14
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	14
Experimental Investigation of Sand–Rubber–Bitumen Mixtures as a Geotechnical Seismic Isolation Material	14
Dynamic Characteristics of Jointed Rock Masses with a Natural Rubber Latex Dampening Layer under Seismic Loading Conditions	14
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	14
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	14
A General Method for Quantifying the Shear Strength Anisotropy of Soil	14
Simultaneous Effects of Normal Stress and Sand Grain Size on Fluid Storativity, Transmissibility, and Structural Strength of Artificial Sandstones	14
Integration of Double-Weighted Bayesian and Simplified Methods for Predicting Seismic Liquefaction Based on Multiple Databases	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
Multiscale Characterization and Modeling of Damage Evolution in Soft Clay–Concrete Interface	14
Discussion of “Experimental and Theoretical Study on the Cumulative Settlement of Subgrade under Train Loading”	14
Machine Learning–Based Prediction of Grouting Volume for Postgrouted Piles in the Lower Yellow River Region	14
Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction	14
Evaluation of Liquefaction Potential of Fiber-Reinforced Coral Sand: An Energy-Based Method	13
Development of Environmental Contours from Site-Specific Regression Parameters of Load–Settlement Curves for Piles: The Global Database	13
Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect	13
Model for Fracturing Fluids Entering Soft–Hard Coal Interbedded Strata and Its Application	13
New Statistical Quantification Method for the Size Effect Behavior of Rock Mass Using Compressive Strength as an Example	13
Seismic Stability of Heterogeneous Slopes with Tensile Strength Cutoff Using Discrete-Kinematic Mechanism and a Pseudostatic Approach	13
A Novel Multiple Linear Regression Approach for Predicting the Unconfined Compressive Strength of Soil	13
The Strength Law of Coconut Shell Fiber–Reinforced Soils Based on the Hardin–Drnevich Model	13
Shear Stress Distribution of Fully Grouted Rockbolts under Tensile Loads	13
Undrained Cyclic Loading Response of Subgrade Soil Subjected to Varying Moisture Content and Stress Level	13
Experimental Investigation of the Hydration Swelling Effect of Clay Minerals on Loess Collapsibility	13
Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach	13
Laboratory Studies on the Influence of Freezing Methodology on the Shear Strength Behavior of Artificially Frozen Clays	13
Workflow for Wellbore Stability Analysis in a Clay-Rich Reservoir Using Laboratory-Guided Constraints	13
Improvement of Penetration Resistance and Undrained Shear Strength Due to the Installation of Floating Stone Compaction Columns in Clay	13
Pseudodynamic Analysis of Strength Nonlinear 3D Soil Slopes Based on Multicone Failure Mechanism	13
Bonding Fracture and Deformation Behaviors of Sandstone–Concrete Interface Subjected to Different Temperatures under Three-Point Bending	13
Determination of Parameters and Validation of a Fractional-Order Hyperbolic Model under Complex Stress Paths in Frozen Calcareous Clays	13
Upper Bound Collapse Load of Strip Footing that Rests on Unsaturated Sands	13
Numerical Investigation of the Evolution Process of an Open-Pit Mine Landslide Using Discrete-Element Method	13
Capillary-Based Nonisothermal Suction Stress and Nonlinear Shear Strength Criteria for Unsaturated Compacted Soils	13
Torque Calculation of Shield Cutters in Gas-Bearing Strata and Its Effect on Surface Deformation	13
Optimization of the Roof Protection Layer for Remnant Pillars via the Reengineering of the Mechanical Environment of an Overlying Artificial Roof	13
Discussion of “Pore–Water Salinity Effect on the Compression and Hydraulic Characteristics of Saturated Saline Soils”	13
A Novel Coupled Elastoplastic Hydromechanical Model for Unsaturated Swelling Bentonite	13
Exploring Effect of Microproperties on Shear Strength of Rock Joints through Physical and Numerical Modeling	13
Formula of Passive Earth Pressure and Prediction of Tunneling-Induced Settlement in Anisotropic Ground Based on a Simple Method	13
Effect of Potassium Nitrate on the Potential Swelling and Shrinkage of an Expansive Soil	13
Undrained Responses of Reconstituted Saturated Soft Clay with Various Stress Paths	13
Interfacial Wave Propagation at Spring Contact of Functionally Graded Fiber-Reinforced and Isotropic Elastic Semi-Infinite Media	13
The Influence of Passive Dynamic Loading on the Performance of Buried Pipelines in Sandy Slopes	13
Research on Surface Settlement Characteristics of an Underwater Shield Tunnel Based on Conditional Random Field Theory	13
Improved Calculation Method for the Internal Force of h-Type Prestressed Anchor Cable Antislide Piles	12
Semianalytical Method for Controlling the Deformation of Retaining Structures Subjected to Asymmetrical Loads	12
Discussion of “Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading” by Mohammed-Aslam Abdul-Khader and Sangseom Jeong	12
Study on Seismic Response Analysis of a Two-Stage T-Shaped Assembled Retaining Wall	12
Mechanical Mechanism of Longitudinal Fracture Extension in Multilithologic Continental Shale Reservoirs	12
Analytical Solutions for Thermomechanical Coupling of Semifloating Energy Piles in Multilayer Soils	12
Deformation Characteristics Prediction for Asymmetric Retaining Structure Systems in Adjacent Excavations	12
A Mechanical Model and Solution for Dynamic Response of Geosynthetic-Reinforced Pile-Supported Embankment under Traveling Loads	12
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	12
Geotechnical Strain Localization Analysis Based on Micropolar Continuum Theory Considering Evolution of Internal Characteristic Length	12
Utilization of Horizontally Buried Hollow Pipes for Ground Vibration Mitigation in Public Transport Infrastructure: Innovative Technique	12
Analytical Solution for a Steady Seepage Field of a Foundation Pit in Layered Soil	12
Theoretical Analysis on Reduction of Load-Induced Excess Pore-Water Pressures in Roads with Geogrids	12
Effects of Grain Size and Treatment Methods on the Cementation of Bioimproved Calcareous Sand	12
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts	12
Vibration Isolation of Concrete-Filled Trench for Pile–Net Composite Foundation under High-Speed Train Loading	12
Comparative Analysis of Longitudinal Seismic Responses of Rigid, Flexible, and Semirigid Immersed Tunnels Using the Analytical Method	12
A Novel Mesoscale Methodology for Predicting Frozen Wall Development Considering Groundwater Seepage	12
Self CPT u Measurements for Determining s u and OCR in Clay Soils: Simulation and Pra	12
Analytical Solutions and Parameter Sensitivity of Construction Disturbance–Induced Settlement of a Prefabricated Underground Station	12
Fully Stochastic Seepage Analysis through Spatially Randomly Distributed Embankment Dams	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
Closure to “Dynamic Behavior of Stone Column–Improved Soft Clay under Three-Stage Traffic Loads”	12
Reliability Analysis of Tensile Crack Resistance in High Asphalt Core Based on Mixed-Level Uniform Design and Response Surface Method	12
Investigating the Effect of Dilatancy Angle and Cohesion on Particle Motion Characteristics Using the SPH Method	12
Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils	12
Large-Strain Nonlinear Consolidation Model of Composite Foundations Reinforced by Partially Penetrated Stone Columns and Vertical Drains	12
Investigation into the Displacement-Dependent Lateral Earth Pressure on the Rigid Retaining Wall with Different Modes of Movement: Modeling with the Trigonometric Function	12
Coupled Chemical and Mechanical Damage Model for Acid-Corroded Sandstone	12
Study of the Size Effects and the Macro- and Microscopic Bearing Characteristics of Anchor Plate Foundations Based on the Discrete-Element Method	12
Interaction Analysis of Uplift Pile Groups Based on Nonlinear Deformation: Theory and Model Test	12
A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation of Pile–Soil Interface	11
Analysis of the Desorption and Outburst Characteristics of Soft and Hard Coal during Gas Pressure Relief	11
Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load	11
Static Liquefaction Susceptibility of a Brazilian Iron Ore Tailings Dam: A Combined Laboratory Testing and Numerical Modeling Approach	11
Evaluation of Soil Dynamic Properties Using Shake Table Tests on Laminar Shear Box and Its Numerical Verification	11
Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee	11
Study on the Soil Seismic Liquefaction Probability Distribution Model for Environmental Factors	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
Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion	11