International Journal of Geomechanics

Article	Citations
Active Earth Pressure Calculation of Equilateral Convex Corners in Excavation Engineering	76
Accurate Prediction and Modeling of Overbreak Phenomenon in Tunnel Excavation Using Rock Engineering System Method	76
Application of the Modified Borehole Wall Stress Relief Method in Deep Vertical Boreholes	72
Stability Design Charts and Equations for Rectangular Tunnels Using Terzaghi's Modified Stability Factors and Machine Learning	66
Experimental and Model Study on the Time-Dependent Permeability of Rock Fractures Induced by Mechanical Creep	55
Bedding Plane Angles and a Horizontal Prefabricated Flaw Affecting the Cracking Characteristics of Shale Specimens	55
Reliability-Based Design Optimization of Shallow Foundation on Cohesionless Soil Based on Surrogate-Based Numerical Modeling	53
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension	52
Discussion of “Geogrid Reinforcement for Stiffness Improvement of Railway Track Formation Over Clay Subgrade” by Sujit Kumar Dash and Anjan Majee	50
Discussion of “Numerical Modeling of Pile-Supported Low Embankments under Cyclic Traffic Loading Considering the Effect of Pavement Crack”	48
Simulating Hydraulic Fracturing Dynamics Considering Dynamic Biot’s Poroelasticity and Coupled Plasticity–Damage Permeability	47
Effectiveness and Optimization Analysis of Vibration Isolation Performance of Circular and Rectangular Hollow Pipes: Numerical Modeling	47
Effect of Nonstationarity on Shear Properties of Rock Joints and a New Peak Shear Strength Criterion	45
Semianalytic Solution for Two-Dimensional Consolidation of Interbedded Soil	44
Consolidation Analysis of Dredged Slurry Treated by Crosswise-Arranged Prefabricated Horizontal Drains: Analytical and Experimental Insights	40
Effect of Loading Rate and Water on the Dynamic Fracture Behavior of Sandstone under Impact Loadings	36
Theoretical Solution for Long-Term Settlement of a Large Step-Tapered Hollow Pile in Karst Topography	36
Upper Bound Analysis of Suction Effect on Tunnel Stability	36
Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation	35
Analysis of the Desorption and Outburst Characteristics of Soft and Hard Coal during Gas Pressure Relief	35
Limiting Force Profile for Laterally Loaded Piles in Undrained Clay	35
The Effect of Foundation Shape on Subgrade Reaction Coefficient	33
A New Rock Brittleness Index Based on Crack Initiation and Crack Damage Stress Thresholds	33
Discussion of “Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi”	32
Discussion of “Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode”	32

Centrifuge Modeling for Seismic Performance of Floating Piled Raft with and without Drainage Wells in Liquefiable Site	31
A New Analytical Approach for Determination of the Bearing Capacity of a Strip Foundation on a Granular Trench	30
Numerical Simulation of Longwall Face Mining Stress Evolution Based on the Nonlinear Compression Characteristics of Goaf Gangue	29
Three-Dimensional Stability of Unsaturated Soil Slopes Strengthened through Frame Beam Anchor Plates under Steady Seepage Conditions	29
Pseudodynamic Stability Analysis of Landfill Veneer Cover Systems with Clogged Drainage Layer	28
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	27
Spherical Permeation Grouting Model of a Power-Law Fluid Considering the Soil Unloading Effect	27
Uncertainties in Vertical Stress Distribution in Spatially Varying Random Elastic Half-Space	27
Strength Development Behavior of Cement-Treated Mud with Emphasis on Early-Stage Performance	26
Closure to “Effect of Underreamed Pervious Concrete Columns on Load-Carrying Capacity of Loose Cohesionless Soils”	26
Geomechanics Behavior of Salt Caverns following Depressurization and Backfilling	25
Consolidation and Hydraulic Properties of Sand–Biochar and Lightly Cemented Sand–Biochar Mixtures	25
New Cerchar Device Used for Evaluating Cerchar Abrasivity Parameters	25
Effects of Overconsolidation and Structural Behaviors of Shanghai Clay on Deformation Caused by Deep Excavation	24
Role of Tangential Displacement Amplitude in 3D Cyclic Simple Shear Behavior of Gravel–Steel Interface	24
Investigation of Soil Arching Effect and Accumulative Deformation in Pile-Supported Embankments Subjected to Traffic Loading Using Numerical Modeling	24
Approximation of the Time Rate of Consolidation for Hydraulically Placed Fine Coal Refuse Using a Variable Coefficient of Consolidation Method	24
Prediction of the End-Bearing Capacity of Axially Loaded Piles in Saturated and Unsaturated Soils Based on the Stress Characteristics Method	24
Mechanical Responses and Damage Model of Anchored Jointed Rock Mass under Fatigue Shear Load	23
Deformation Behavior of Sandstones during Multilevel Cyclic Loading and Unloading under Varying Lower Stress Limits: Effect of Stress Amplitude and Underlying Mechanism	23
Research on the Influence of Spudcan Penetration and Extraction on Adjacent Platform Piles in Sand	23
DEM-Based Study on the Mechanical Behaviors of Pore-Filling MHBS under Drained True Triaxial Conditions Varying the Intermediate Stress Ratio of Constant Mean Effective Stresses	23
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors	23
Design Equations for Large Diameter Buried Steel Pipes Inspired by the Modified Iowa Formula	22
Postcyclic Stiffness Behaviors of Laterite Clay under Various Conditions	22
Side Load–Transfer for Drilled Shaft in Soft Argillaceous Rock with Volumetric Changes in Postfailure of Asperity	22
Experimental Investigation of Mixture Design and Durability Performance of Alkali-Activated Rammed Earth	21
An Analytical Solution for Nonlinear Consolidation of Composite Foundations Improved by Impermeable Columns and Vertical Drains with Time-Dependent Well Resistance	21
Evaluation of the Effects of Climate Change and Environmental Parameters on Evaporation and Settlement of Unsaturated Soil	21
Anisotropic Bounding Surface Plasticity Model for Porous Media	21
Influence of Prefabricated Fissure Combinations on Strength and Failure Characteristics of Rock-Like Specimens under Uniaxial Compression	21
Analysis of Deformation Formation Causes and Reinforcement Disposal Effects in Deep Excavated Expansive Soil Canal Slope: Case Study	20
Quantile-Based Design and Optimization of Shallow Foundation on Cohesionless Soil Using Adaptive Kriging Surrogates	20
The Microscopic Pore Structure Change and Its Correction with the Macroscopic Physicomechanical Properties of Sandstones after Freeze–Thaw Cycles	20
Functionally Graded Materials Pile Structure for Seismic Noise Cancellation	20
Effect of Soil and Rock Interface Friction on the Bearing Capacity of Strip Footing Placed on Soil Overlying Hoek–Brown Rock Mass	20
Tensile Strengths and Size Effects of Biocemented Sands	20
Evaluating Influence of Microscopic Properties on Mechanical Behavior of Gravelly Soils by Using Discrete-Element Method	20
Laboratory Study and Modeling of the Strength Evolution of Dredged Soil Stabilization Using Alkali-Activated Ground Granulated Blast-Furnace Slag	20
The Effects of Temperature on One-Dimensional Consolidation and Creep Behaviors of Hong Kong Marine Deposits	19
A Generalized Framework to Estimate the Seismic Active Thrust on Rigid Retaining Walls with Partially Saturated Backfill	19
Cumulative Deformation and Damage Evolution of Fiber Cement–Modified Iron Tailings under Cyclic Load	19
Influence of Excavation Time, Tension Crack, and Rainfall on the Stability of Unsupported Vertical Cuts in Unsaturated Soil	19
Wave-Induced Dynamic Response of a Transversely Isotropic and Multilayered Poroelastic Seabed in Shallow Water	19
A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil	19
Discussion of “Numerical Analysis of Laterally Loaded Single Free-Headed Piles within Mechanically Stabilized Earth Walls” by Saif Jawad and Jie Han	18
Breakage-Dependent Fractional Plasticity Model for Sands	18
A Generalized Load-Transfer Modeling Framework for Tensioned Anchors Integrating Adhesion–Friction-Based Interface Model	18
Analysis and Experimental Study on Mechanical Properties of Large-Diameter Grouted Sleeve Connections	18
A Simple Method for Predicting the Response of Single Energy Pile Considering Temperature Variation of Pile–Soil Interface	18

New Viscoplastic Bounding Surface Subloading Model for Time-Dependent Behavior of Sands	18
Influence of Sample Reconstitution on Advanced Model Calibration	18
Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes	18
Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis	18
Reliability Back Analysis of the Parameters of Rock Landslides with the Nonlinear Hoek-Brown Failure Criterion	18
Dimensionless Reaction Coefficients for Embedded Piled Raft Foundations in Soft Clays under Vertical Loads	18
Semianalytical Solutions for Elastic–Brittle–Plastic Surrounding Rock under Biaxial In Situ Stress Field Based on Unified Strength Criterion	17
Ultimate Lateral Pressure of Circular Pile in Undrained Clay Considering the Strength Reduction Induced by Pile Installation	17
Generalized Mapping Rule for Image Point Identification in 3D Bounding Surface Plasticity Models	17
A Theoretical Calculation Method to Predict the Structural Response of an Existing Tunnel to a New Overlying Tunnel Considering Axial Force	17
Experimental Investigation on Anisotropic Strength and Deformation Behaviors of Columnar Jointed Rock Mass in Confined State	17
Effects of Three-Dimensional Cyclic Stresses on Permanent Deformation of Natural Undisturbed Clay	17
Correlations between Uniaxial Compressive Strength and Dynamic Elastic Properties for Six Rock Types	17
Excavation of Komořany Tunnel in Sand: A Case Study	17
Discussion of “Field Experimental and Numerical Studies on Performance of Concrete–Cored Gravel Column-Supported Embankments”	17
Seismic Stability of Circular Tunnels in Anisotropic Granular Soil with Surcharge Loading Based on the Modified Pseudodynamic Approach	17
Installation Effects and Behavior of a Driven Prestressed High-Strength Concrete Nodular Pile in Deep Saturated Soft Clay	17
Methodology to Determine Thermal Properties of Soils in Cold Regions from Heat-Pulse Migration Characteristics	17
Shear Rate–Dependent Frictional Properties of a Wet Granular Layer	17
Criteria for Clogging Potential in Coarse-Grained Strata during Shield Tunneling	17
Analytical Study of Forces on a Glass Sphere under the Effects of Fluid's Viscosity, pH, and Ionic Strength for Flow-Induced Particle Mobilization	16
Assessing the Stress–Deformation and Safety Factor against Sliding in Reinforced Deep Urban Excavations in Unsaturated Soils	16
Diaphragm Wall Deformation Behavior and Inclinometer Data Analysis for Braced Deep Excavations	16
Determination of the Main Direction of a Sliding Body Based on a Three-Dimensional Finite-Element Limit-Equilibrium Method	16
A Closed-Form Elastic Solution of Ground Response Curve for Noncircular Openings	16
Effect of Total Stress Path and Gas Volume Change on Undrained Shear Strength of Gassy Clay	16
Time-Lapse Shear-Wave Velocity Changes Corresponding to Stages of Soil Arching Using a Trapdoor and the Multichannel Analysis of Surface Waves	16
Analytical Solutions for Consolidation of Unsaturated Soil with Time-Dependent Boundary Conditions	16
Limit-Equilibrium Analysis Using a Lateral Force as Functional	16
Experimental and Theoretical Study on the Stratum Cavity Collapse Induced by Water and Sand Leakage in Subway Tunnels	16
Effects of Soil Nonlinearity on the Seismic Behavior of Pile Foundations Reinforced with Micropiles	16
Propagation of Magnetoelastic Shear Wave in an Initially Stressed Inhomogeneous Composite-Layered Structure with an Imperfect Interface	15
Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary	15
Optimizing the Microanchor Attachment Angle for Maximum Interaction Enhancement at Granular Soils–Geogrid Interface under Direct Shear Mode	15
Shear Strength of Compacted Bentonite Saturated with Saline Solutions under Different Specimen Saturation Methods	15
Evolution of Contact State during Shear of Rough Rock Joints and Its Influence on Seepage Characteristics	15
Probabilistic Full-Waveform Inversion Considering the Discontinuities of the Material Properties of a Layered Half-Space	15
A Simplified 3D Theoretical Model for Calculating the Surface Settlement Induced by Tunnel Undercrossing Excavation	15
High-Precision Forward Analysis and Field Test of Boulder Detection on Zero-Offset Elastic Wave Method in Shield Tunnel	15
A Coupled Effect of Eccentric Loading and Upward Seepage on Collapse Settlement of Strip Footings on Reinforced Sand	15
Numerical Investigation into the Plane Breach Process of Cohesionless Dikes Induced by Overtopping	15
Role of Stress History on the Swelling–Shrinkage Behavior of Compacted Scaly Clay	15
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods	15
Study of the Rotation of Blocks in a Two-Dimensional Blocky Rock Mass under the Impact Load and Torque	15
A Simplified Method for One-Dimensional Consolidation of Unsaturated Soils	15
Investigation and Modification of a CSSM-Based Elastic–Thermoviscoplastic Model for Clay	15
Numerical Study of MICP Infiltration and Mineralization in Unsaturated Soils: CaCO 3 Distribution and Critical Depth	15
Investigation of Suffusion in Soil with Arching Based on CFD–DEM Simulation	15
Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation	14
Stability of Homogeneous Slopes: From Chart to Closed-Form Solutions and from Deterministic to Probabilistic Analysis	14
Investigations of the Effect of Artificial Rainfall on the Pore Water Pressure and Slope Surface Displacement of Loess Slopes	14
Mechanical Response of Granite Residual Soil Subjected to Impact Loading	14
Analytical Approach to Evaluating the Influence of the Compressible Layer on the Time-Dependent Response of Deep Soft-Rock Tunnels	14
A New Saturation-Based Framework for Compaction Quality Control	14
Analysis of Settlement of an Existing Tunnel Subjected to Undercrossing Tunneling Based on the Modified Vlasov Model	14
Development of a PLSR-BRT Model for Predicting the Performance of Tunnel Boring Machines	14
Nonparametric Representation for Seismic Fragility Assessment of Earth Dams with Spatially Variable Soil Properties	14
Study of the Tractive Performance of a Deep-Sea Mining Vehicle Based on the Soil Failure Mode	14
Influence of Temperature and Pore Pressure on Geomechanical Behavior of Methane Hydrate-Bearing Sand	14
Investigation on One-Dimensional Nonlinear Thermal Consolidation of Saturated Clay under the Impeded Drainage Boundary	14
Predicting Resilient Modulus of Unsaturated Subgrade Soils Considering Effects of Water Content, Temperature, and Hydraulic Hysteresis	14
Evaluation of Hydraulic Jacking Mechanism during In Situ Rock Grouting Using a Strain Energy Release Rate Method	14
Microseismic Behavior during Mining of the Working Face under Blasting Presplitting of a Hard Roof	14
Research on Tension Cracks and Active Earth Pressures in Cohesive Backfills of Retaining Walls	14
Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer	14
Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong–Zhuhai–Macau Bridge	14
Critical-State Shear Strength and Pore Pressure of Granular Materials	14
Compression and Deformation Characteristics of Hydrate-Bearing Sediments under High Effective Confining Pressure	13
Pulling Resistance of Two Wooden Bolts Subjected to Continuous Loading in Anchoring Conservation of Earthen Sites	13
Density-Dependent Model of Soil–Water Characteristic Curves and Application in Predicting Unsaturated Soil–Structure Bearing Resistance	13
Physical Model Test and Theoretical Study on the Bearing Behavior of Pile in Expansive Soil Subjected to Water Infiltration	13
Field Test Verification and Consolidation Model of a Sand-Doped Soft Soil Foundation with Vacuum Pressure	13
Deformation Behaviors of Saturated Clay under Intermittent Cyclic Loading with Cyclic Confining Pressure	13
Weakening Mechanism and Infrared Radiation Characteristics of Coal with Different Moisture Contents in the Brazilian Test	13
Calibration of Elastic Moduli in Models for Granular Soils Used in Seismic Analyses of Geostructures	13
Large Strain Consolidation of Unsaturated Soil: Model Formulation and Numerical Analysis	13
Three-Dimensional Numerical Modeling of Ground Deformation during Shield Tunneling Considering Principal Stress Rotation	13
Effect of Curing Temperature on the Strength Development of Magnesium Oxychloride Cement–Solidified Clay	13
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis	13
Anisotropy of Surface Morphology Characteristics of Rock Discontinuity and Its Evaluation Method	13

Stability Analysis of Antidip Bedding Rock Slopes with Very Low-Persistent Cross Joints Using a Limit-Equilibrium Model and Fracture Mechanics	13
Simplified Thermo–Hydro–Mechanical Coupling Modes for High-Temperature Tunnels in Naturally Fractured Rock Masses: A Combined DFN and ECM Approach	13
Determination of Passive Earth Pressure Coefficients for a Sloping Cohesive Backfill under Uniform Surcharge Loading	13
Evaluation of Tunneling-Induced Lateral Pile Response by an Artificial Intelligence Optimization Algorithm	13
Experimental Study and Mathematical Description of Gradation Effect on the Mechanical Characteristics of Crushed Waste Rocks	13
A New Analytical Model for Trapdoor Tests Considering Effect of Incomplete Soil Arching and Principal Stress Deflection	13
Uncertainty Quantification of Soil–Structure Interface Properties with an Enhanced Hypoplastic Interface Model	13
Load-Sharing Behavior of Caisson Foundations in Layered Soil under Seismic Conditions	13
Correction Factor on Dynamic Force in a Marsh Funnel Test for Tunneling	12
Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model	12
Mechanical Behaviors of Sandy Sediments Bearing Pore-Filling Methane Hydrate under Different Intermediate Principal Stress	12
Effect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach	12
Semiautomatic Determination of the Geological Strength Index Using SfM and ANN Techniques	12
Thermo–Hydro–Mechanical Response of MSW in a Modified Large Oedometer Apparatus	12
Earth Pressures on Retaining Walls Backfilled with Sand Admixed with Building Derived Materials: Laboratory Scale Study	12
Behavior of a Concrete-Face Rockfill Dam Cutoff Wall Considering the Foundation Seepage–Creep Coupling Effect	12
Numerical Investigation of Coupled Effects of Temperature and Confining Pressure on Rock Mechanical Properties in Fractured Rock Mass Using Thermal-Stress-Aperture Coupled Model	12
Mesoscopic Freeze–Thaw Damage Model of Residual Soil Using a Discrete-Element Method under a Laminated-Wall Flexible-Boundary Condition	12
Evaluation of the Use of Piles as a Stabilizing Element for Slope Stability	12
Measurement and Modeling of the Saturated Hydraulic Conductivity Functions of Collapsible and Expansive Soils	12
Anatomy of Critical State Constitutive Models: Simulating Undrained Failure of K 0 -Consolidated Soils	12
Mechanical Properties and Microscopic Mechanism of Cement-Stabilized Calcareous Sand Improved with a Nano-MgO Additive	12
Semianalytical Analysis of Overexcavation and Critical Support Pressure for Support Design in TBM Tunneling through Squeezing Rock Condition	12
Seismic Performance of Multimegawatt Offshore Wind Turbines in Liquefiable Soil under Horizontal and Vertical Motions	12
A Hypoplastic Model with Isotropic and Oedometric Proportional Paths	12
The Effect of Partial Drainage on the Short-Term Bearing Capacity of Saturated Clay Foundations	12
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	12
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior	12
Intelligent Attitude Control Method for Shield Tunneling Machines Considering a Rectifying Mechanism: A Case Study of the Chengdu Subway	12
Dynamic Behaviors of Overconsolidated Clay under Cyclic Confining Pressure	12
Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading	12
Lateral Dynamics of a Pile in a Homogeneous Half-Space with Vlasov–Leont′ev Foundation Model and Expressions for a Rigid Disk	11
Novel Approach for Generating Homogeneous Samples for Discrete-Element-Method Studies	11
Examining the Role of Liquefiable Layer Thickness and Depth on the Seismic Lateral Response of Piles through Numerical Analyses	11
Numerical Modeling of Cone Penetration Test: An LBM–DEM Approach	11
Efficient Probabilistic Approach to Analyze Tunnel Support with Uncertain Probability Distribution Function of Input Parameters	11
Nonlinear Dynamic Soil–Foundation–Superstructure Interaction Analysis for a Reactor Building Supported on a Combined Piled–Raft System	11
Analysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity	11
Passive Earth Pressure in Narrow Cohesive-Frictional Backfills	11
Interplay of Tunnel Geometry and Shallow Foundation Stability in Rock: Comparative Insights into Failure Modes	11
Multiphysics Multicoupled Modeling of Rock Fragmentation under High-Voltage Electrical Pulse	11
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone	11
Rough Set Theory–Based Multiagent Optimization for Enhanced Treatment of Expansive Soils	11
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads	11
Influence of Permeability of Rubble Mound on the Erosion Process in a Seabed under Breakwater due to a Tsunami	11
Soil Swell Accommodation by Compressible Inclusions	11
Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity	11
Experimental Investigation and Prediction of the Permanent Deformation of Crushed Waste Rock Using an Artificial Neural Network Model	11
Probability Analysis of Deep Tunnels Based on Monte Carlo Simulation: Case Study of Diversion Tunnels at Jinping II Hydropower Station, Southwest China	11
Model Test on Backward Erosion Piping under a K0 Stress State	11
Investigating Dynamical Stress Adjustment Induced by Transient Excavation in a Deep-Buried Tunnel	11
Numerical Investigation of Ground-Borne Vibration Mitigation by Infilled Trenches in a Poroelastic Half-Space Considering the Moving Water Table	11
Engineering Properties and Micromechanisms of Subgrade Soil Solidified by Industrial G and GO Composite Cement	11
Physical Modeling of the Effect of Using Scaled Geosynthetic Reinforcements on Bearing Capacity and Settlement of Strip Footing	11
Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem	10
Effects of Strength Anisotropy and Strain Softening on Soil Bearing Capacity through a Cosserat Nonlocal Finite-Element Method	10
Filtration Capability of Geotextile Encasement to Minimize the Clogging of Stone Column During Consolidation	10
Settlement and Stress Analysis of Soil–Cement Column-Reinforced Foundation under an In Situ Stabilized Layer	10
Temperature Distributions in Geogrid-Reinforced Soil Retaining Walls Subjected to Seasonal Freeze–Thaw Cycles	10
Experimental and Analytical Investigation of the Bearing Capacity of Bulbs for Squeezed Branch Piles	10
Durability Assessment for Red Stratum Soft Rock Using Different Slaking Fluids and Disturbance Modes	10
Research on the Slurry Diffusion and Load-Bearing Characteristics of Postgrouted Piles in Loess Areas	10
A Model Study of Water Inrush in Underground Roadways	10
Mesoscopic Analysis of the Compaction Characteristics of Rockfill Materials Considering Gradation and Shape	10
Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion	10
Numerical Analysis of a Jacked-In Pile Installation in Clay	10
A Numerical Investigation of Laterally Loaded Steel Fin Pile Foundation in Sand	10
A Hypoplastic Constitutive Model for Granular Materials with Particle Breakage	10
Closure to “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	10
Anisotropic Fracture of Sandstone with Biotreated Cracks	10
Particle Breakage Model for Granular Geomaterials Considering Stress Paths	10
Experimental Investigation on the Deformation and Noncoaxial Characteristics of Fiber-Reinforced Aeolian Soil under Traffic Load	10
Efficacy of Utilizing Stress-Dependent SWRC in the Analysis of a Footing Resting on an Unsaturated Soil Slope	10
Theoretical Analysis of Postconstruction Load-Carrying Capacity of a Cast-in-Place Pile Installed inK0-Consolidated Anisotropic Clayey Soil	10
Nonlinear Response of Micropile Groups Stabilizing Landslides Considering Pile–Soil Interactions	10
Deep Learning–Based Enhancement of Small Sample Liquefaction Data	10
Numerical Analysis on Fractured Roadway Stability Based on the FDM–DFN Coupling Method	10
Simplified Theoretical Prediction for Lateral Deformation of a Diaphragm Wall Using the General Third-Order Plate Theory	10
Evaluation Method for Rock Mass Structure Integrity Based on Borehole Multivariate Data	10
Solidification Study of an Organic Fine Sediment Using Geopolymer Binders Properties	10
Measurement While Drilling Method for Estimating the Uniaxial Compressive Strength of Rocks Considering Frictional Dissipation Energy	10
Upper Limit Analysis for the Ultimate Bearing Capacity of a Multilayer Slope with Horizontal Stratification	10
Calculation Method for Displacement-Dependent Earth Pressure on a Rigid Wall Rotating Around Its Base	10
Stability Assessments of Reinforced Tunnel Face Using Improved Homogenization Approach	10
Failure Mechanisms of Boreholes in Soft Coal Seams: Comparative Analysis of Protective Sieve Pipes	10
The Response of Pressure-Cast-In-Situ Pile with Spray-Expanded Frustum Using Field Static Load Tests	10
Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes	10
Closure to “Energy-Based Analysis of Laterally Loaded Caissons with Large Diameters under Small-Strain Conditions”	10
Nonlinear Model for the Stress–Strain–Strength Behavior of Unsaturated Granular Materials	9
Element Failure Risk Assessment of Soil Slope	9
Microscopic Pore Structure and Improved Permeability Characterization of CO x Argillite Based on SEM Images	9
SH-Wave Propagation in Double Layers Imperfectly Bonded over a Dry Sandy Half-Space	9
Discussion of “Effects of Traffic Loading on Seasonal Temperature Change-Induced Problems for Integral Bridge Approaches and Mitigation with Geosynthetic Reinforcement”	9
Coupled FDM–DEM Method for Analyzing EPBS Machine Tunneling Performance in Boulders	9
Seismic Response of a Rockfill Dam with an Asphalt–Concrete Core under P Waves with Arbitrary Incident Angles	9