International Journal of Geomechanics

Article	Citations
Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments	120
Experimental Study on Shear Behavior and a Revised Shear Strength Model for Infilled Rock Joints	99
One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures	90
Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process	68
Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage	58
Quantifying the Morphology of Calcareous Sands by Dynamic Image Analysis	57
Face Stability Analysis for a Shield Tunnel in Anisotropic Sands	56
Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face	50
Stress-Dilatancy Behavior of MICP-Treated Sand	49
Failure Evolution and Instability Mechanism of Surrounding Rock for Close-Distance Parallel Chambers with Super-Large Section in Deep Coal Mines	49
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming	47
Rainfall-Induced Erosion of Biocemented Graded Slopes	46
A Coupled CFD–DEM Approach to Examine the Hydraulic Critical State of Soil under Increasing Hydraulic Gradient	45
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash	43
Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock	43
Experimental Investigation of Cuttability Improvement for Hard Rock Fragmentation Using Conical Cutter	43
Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field	41
Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands	40
Study of Active Earth Pressure behind a Vertical Retaining Wall Subjected to Rotation about the Base	40
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity	40
Disturbed State Concept–Based Model for the Uniaxial Strain-Softening Behavior of Fiber-Reinforced Soil	38
Strength and Damage Response of Sandstone and Granodiorite under Different Loading Conditions of Multistage Uniaxial Cyclic Compression	37
Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station	37
Three-Dimensional Analysis of Circular Tunnel Headings Using Broms and Bennermark’s Original Stability Number	36
Review of Strength Improvements of Biocemented Soils	35

New Creep Constitutive Model for Soft Rocks and Its Application in the Prediction of Time-Dependent Deformation in Tunnels	33
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading	33
Experimental Study of Bolt-Anchoring Mechanism for Bedded Rock Mass	32
Pore Morphology, Porosity, and Pore Size Distribution in Kaolinitic Remolded Clays under Triaxial Loading	31
Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters	30
Insights into the Transport and Fragmentation Characteristics of Earthquake-Induced Rock Avalanche: Numerical Study	30
New Simple Breakage Index for Crushable Granular Soils	30
A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses	29
Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands	29
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior	28
Behavior of Tire-Geogrid–Reinforced Retaining Wall System under Dynamic Vehicle Load	28
Cyclic Simple Shear Response of Sand–Rubber Tire Chip Mixtures	28
Evolution of Particle Shape Produced by Sand Breakage	27
Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone	27
Deep Convolutional Neural Network-Based Method for Strength Parameter Prediction of Jointed Rock Mass Using Drilling Logging Data	27
Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression	26
Constitutive Modeling for Two Sands under High Pressure	26
Stability Analysis of the Pressurized 3D Tunnel Face in Anisotropic and Nonhomogeneous Soils	25
The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression	25
Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method	25
Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number	25
Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model	24
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method	24
Experimental Investigation of Anisotropic Wear Damage for Natural Joints under Direct Shearing Test	24
Coupled Moving Particle Simulation–Finite-Element Method Analysis of Fluid–Structure Interaction in Geodisasters	24
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads	24
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids	23
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	23
Experimental and Theoretical Investigations on Active Earth Pressure Distributions behind Rigid Retaining Walls with Narrow Backfill under a Translational Mode	23
Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern	23
Longwall Top Coal Caving Mechanisms in the Fractured Thick Coal Seam	23
Numerical Evaluation of Soil–Structure Interaction Effects on the Seismic Performance and Vulnerability of Reinforced Concrete Buildings	23
Water Saturation Effects on Mechanical and Fracture Behavior of Marble	23
Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering	22
Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects	22
Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads	22
Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode	22
Pseudostatic Approach to Analyze Combined Pile–Raft Foundation	22
Control and Stabilization of Fugitive Dust: Using Eco-Friendly and Sustainable Materials	22
Fracture of Interparticle MICP Bonds under Compression	22
Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces	22
Seepage Characteristics of Triaxial Compression-Induced Fractured Rocks under Varying Confining Pressures	21
Dynamic Compaction of Clays: Numerical Study Based on the Mechanics of Unsaturated Soils	21
Influence of Rock Strength on the Mechanical Characteristics and Energy Evolution Law of Gypsum–Rock Combination Specimen under Cyclic Loading–Unloading Condition	21
Impact of Coal Ranks and Confining Pressures on Coal Strength, Permeability, and Acoustic Emission	21
Semianalytical Analysis of Creep and Thermal Consolidation Behaviors in Layered Saturated Clays	21
Nonlinear Consolidation Analysis of a Saturated Clay Layer with Variable Compressibility and Permeability under Various Cyclic Loadings	21
Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method	21
Durability of Rammed Earth Materials	21
Experimental and Theoretical Investigations on Evolution of Soil-Arching Effect in 2D Trapdoor Problem	21

Coupled Seepage and Stress Model and Experiment Verification for Creep Behavior of Soft Rock	21
Performance of Footing on Clay Bed Reinforced with Coir Cell Networks	20
Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis	20
Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment	20
Interaction Model for Torsional Dynamic Response of Thin-Wall Pipe Piles Embedded in Both Vertically and Radially Inhomogeneous Soil	20
Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings	20
Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation	20
Displacement Back-Analysis of Rock Mass Parameters for Underground Caverns Using a Novel Intelligent Optimization Method	20
Analytical Approach for Evaluating the Dynamic Self-Bearing Capacity of Tunnels	20
Analysis of Deformation and Degradation of Fouled Ballast: Experimental Testing and DEM Modeling	20
Effect of Fiber Reinforcement on Mechanical Behavior of Alkali-Activated Binder-Treated Expansive Soil: Reliability-Based Approach	20
Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Failure in Karst Tunnels	19
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	19
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory	19
Calibration of Microscopic Penalty Parameters in the Combined Finite–Discrete-Element Method	19
Frost Deformation and a Quasi-Elastic-Plastic-Creep Constitutive Model for Isotropic Freezing Rock	19
Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil	19
Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage	19
Experimental Investigation of Drilling Lateral Boreholes in Chalk Rocks with High-Pressure Jets	19
Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating	18
Experimental Study of Mechanical Behavior of Gneiss Considering the Orientation of Schistosity under True Triaxial Compression	18
A Bounding Surface Viscoplasticity Model for Time-Dependent Behavior of Soils Including Primary and Tertiary Creep	18
Numerical Investigation of the Elastic Properties of Binary Mixtures as a Function of the Size Ratio and Fines Content	18
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone	18
Semianalytical Solutions to the Consolidation of Drainage Well Foundations in Unsaturated Soils with Radial Semipermeable Drainage Boundary under Time-Dependent Loading	18
An Efficient Disk-Based Discontinuous Deformation Analysis Model for Simulating Large-Scale Problems	18
3D Spectral Element Solution of Multilayered Half-Space Medium with Harmonic Moving Load: Effect of Layer, Interlayer, and Loading Properties on Dynamic Response of Medium	18
Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite	18
Fracture Modes of Single-Flawed Rock-Like Material Plates Subjected to Dynamic Compression	18
Coupled Effect of Expanded Polystyrene and Geogrid on Load Reduction for High-Filled Cut-and-Cover Tunnels Using the Discrete-Element Method	18
Dynamic Properties of Cement-Treated Marine Clay	18
Optimization of the Critical Slip Surface of Three-Dimensional Slope by Using an Improved Genetic Algorithm	18
Stress Intensity Factor of Dynamic Crack in Double-Layered Dry Sandy Elastic Medium due to Shear Wave under Different Loading Conditions	18
A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil	18
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	17
Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks	17
Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry	17
Strength Properties of Cement-Stabilized Dredged Sludge Incorporating Nano-SiO 2 and Straw Fiber	17
Crack Growth in Rocks with Preexisting Narrow Flaws under Uniaxial Compression	17
New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment	17
Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity	17
New Method to Evaluate Strengthen Efficiency by Dynamic Compaction	17
Evaluation of the Bending Failure of Columns under an Embankment Loading	17
Field Tests on Axial Behavior of Grouted Steel Pipe Micropiles in Marine Soft Clay	17
Liquefaction Resistance of Silty Sand with Ground Rubber Additive	17
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	17
Large-Scale Test Study on the Three-Dimensional Behavior of the Gravel–Concrete Interface of a CFR Dam	17
Allowable Displacement of Slope Supported by Frame Structure with Anchors under Earthquake	17
Centrifuge Model Testing of Loess Landslides Induced by Excavation in Northwest China	17
Three-Dimensional Discrete-Element Modeling of Geocell-Reinforced Ballast Considering Breakage	17
Active Earth Pressure of Narrow Cohesionless Backfill on Inclined Rigid Retaining Walls Rotating about the Bottom	17
An Artificial Intelligence-Based Prediction Model for Optimum Design Variables of Reinforced Concrete Retaining Walls	17
Evaluation of Structural Strength and Parameters of Collapsible Loess	16
Seismic Analysis of Retaining Wall Subjected to Surcharge: A Modified Pseudodynamic Approach	16
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process	16
Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method	16
Analytical Model for Load-Transfer Mechanism of Rock-Socketed Drilled Piles: Considering Bond Strength of the Concrete–Rock Interface	16
Dynamic Tensile Mechanical Properties and Fracture Characteristics of Water-Saturated Sandstone under the Freezing Effect	16
Experimental Evaluation of Geocell and EPS Geofoam as Means of Protecting Pipes at the Bottom of Repeatedly Loaded Trenches	16
Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads	15
OpenMP-Based Parallel Two-Dimensional Discontinuous Deformation Analysis for Large-Scale Simulation	15
Slope-Dynamic Reliability Analysis Considering Spatial Variability of Soil Parameters	15
Thermal-Stress-Aperture Coupled Model for Analyzing the Thermal Failure of Fractured Rock Mass	15
DEM Investigation on the Evolution of Fabric under True Triaxial Conditions in Granular Materials	15
Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks	15
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	15
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	15
Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation	15
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand	15
Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel	15
Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall	15
Study on Refined Back-Analysis Method for Stress Field Based on In Situ and Disturbed Stresses	15
Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression	15
Rockfill Particle Breakage Generated by Wetting Deformation under the Complex Stress Path	15
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	15
Active Earth Pressure against Cantilever Retaining Wall Adjacent to Existing Basement Exterior Wall	14
Load-Transfer Mechanism of Helical Piles Under Compressive and Impact Loading	14
Influence of Two Cross-Flaws Geometry on the Strength and Crack Coalescence of Rock-Like Material Specimens under Uniaxial Compression	14
Choosing Appropriate Appraisal to Describe Peak-Spatial Features of Rock-Joint Profiles	14
Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths	14

Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils	14
Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading	14
Experimental Investigation and Modeling of the Hydraulic Conductivity of Saturated Bentonite–Claystone Mixture	14
Process Simulation and Mesoscopic Analysis of Rockfill Dam Compaction Using Discrete Element Method	14
Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone	14
Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under CombinedV-M-HLoading	14
Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil	14
Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River	14
BiLSTM-Based Soil–Structure Interface Modeling	14
Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction	14
Correlation of Geomechanical and Dynamic Elastic Properties with the P-Wave Velocity of Lower Gondwana Coal Measure Rocks of India	14
Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions	14
Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush in Shield Tunnel	14
Effects of Karst Cave Shape on the Stability and Minimum Safety Thickness of Tunnel Surrounding Rock	14
Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers	14
Calibration of the Microparameters of Rock Specimens by Using Various Machine Learning Algorithms	14
Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits	14
Consolidation Considering Clogging Effect under Uneven Strain Assumption	14
Analytical and Semi-Analytical Solutions for Describing Tunneling-Induced Transverse and Longitudinal Settlement Troughs	14
Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function	14
Producing Undrained Stability Factors for Various Tunnel Shapes	14
Numerical and Experimental Analysis of Lateral Resistance of Biblock Sleeper on Ballasted Tracks	14
Design of Stiffened Slab Foundations on Reactive Soils Using 3D Numerical Modeling	14
Anisotropic Bounding Surface Plasticity Model for Porous Media	14
Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions	13
Lateral Responses of a Model Pile in Biocemented Sand	13
Slip Surface and Active Earth Pressure of Cohesionless Narrow Backfill behind Rigid Retaining Walls under Translation Movement Mode	13
Evaluation of Hydraulic Conductivity Functions of Saturated Soft Soils	13
Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings	13
Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress	13
Failure Process of a Single Stone Column in Soft Soil beneath Rigid Loading: Numerical Study	13
Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions	13
Experimental Study on the Vertical Bearing Capacity of Stiffened Deep Cement Mixing Piles	13
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT	13
Shaking Table Tests to Evaluate the Seismic Performance of Soil Nailing Stabilized Embankments	13
Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System	13
Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study	13
Triaxial Discrete Element Simulation of Soil–Rock Mixture with Different Rock Particle Shapes under Rigid and Flexible Loading Modes	13
Back-Calculation of Elastic Modulus of High Liquid Limit Clay Subgrades Based on Viscoelastic Theory and Multipopulation Genetic Algorithm	13
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	13
A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles	13
Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion	13
Stabilization Effect of Anionic Polyacrylamide on Marine Clay Treated with Lime	13
Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils	13
Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil	13
Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling	13
Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method	13
Multiple Nonlinear Regression Models for Predicting Deformation Behavior of Concrete-Face Rockfill Dams	13
Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion	13
Experimental and Numerical Study on Ballast Flakiness and Elongation Index by Direct Shear Test	13
Three-Dimensional Stability Analysis of Bank Slopes with Reservoir Drawdown Based on Rigorous Limit Equilibrium Method	13
Calculating the State Parameter in Crushable Sands	13
Particle Breakage Effect on Compression Behavior of Realistic Granular Assembly	13
Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction	13
Analysis of Drained Cavity Unloading–Contraction Considering Different Degrees of Intermediate Principal Stress with Unified Strength Theory	13
Rutting Prediction Model for Semirigid Base Asphalt Pavement Based on Hamburg Wheel Tracking Test	12
Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study	12
Experimental Investigation on the Influence of Thermochemical Effect on the Pore–Water Status in Expansive Soil	12
Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications	12
Mechanical Response of Granite Residual Soil Subjected to Impact Loading	12
Micromechanical-Based Shear Strength Equation Considering the Stress-State Effect for Unsaturated Soils	12
Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay	12
Accumulated Plastic Strain Behavior of Granite Residual Soil under Cycle Loading	12
Finite-Element Studies on Factors Influencing the Response of Underground Tunnels Subjected to Internal Explosion	12
Predicting Resilient Modulus of Cementitiously Stabilized Subgrade Soils Using Neural Network, Support Vector Machine, and Gaussian Process Regression	12
Seismic Response of Earth Dam with Innovative Polymer Antiseepage Wall	12
Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes	12
Spatial Fractal Structure of Microseismic Events for Different Types of Rockburst in Deeply Buried Tunnels	12
Numerical Investigation of Soil Arching in Dense Sand	12
Brittleness Effect on Acoustic Emission Characteristics of Rocks Based on a New Brittleness Evaluation Index	12
Bender Element Measurement for Small-Strain Shear Modulus of Compacted Loess	12
Experimental and Numerical Studies on the Performances of Stone Column and Sand Compaction Pile–Reinforced Hong Kong Marine Clay	12
Effects of Structure on the Compression Behavior of Unsaturated Loess	12
Experimental Investigation of Mechanical Properties of Ballast Contaminated with Wet Sand Materials	12
Mechanism of Enzyme Stabilization for Expansive Soils Using Mechanical and Microstructural Investigation	12
Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis	12
Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure	11
Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground	11
Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime	11
A Simplified Method for Seismic Design of Cantilever Sheet Pile Walls Under Infinite Uniform Surcharge Load	11
On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown	11
Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach	11
Permeability Characteristics of Porous Rock with Conduits under Stokes–Brinkman–Darcy Coupling Model	11
Use of Soil–Cement Bed to Improve Bearing Capacity of Stone Columns	11
Deep Learning for Intelligent Prediction of Rock Strength by Adopting Measurement While Drilling Data	11
Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study	11
Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground	11
Influence of Temperature and Pore Pressure on Geomechanical Behavior of Methane Hydrate-Bearing Sand	11
Breakage-Dependent Fractional Plasticity Model for Sands	11
Recycled Aggregate Mixtures for Backfilling Sewer Trenches in Nontrafficable Areas	11
Wedge Movement Effects on the Nonlinear Behavior of an Arch Dam Subjected to Seismic Loading	11
A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils	11
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors	11
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis	11
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension	11