International Journal of Geomechanics

Article	Citations
Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments	118
Time-Dependent Deformation Mechanism for Swelling Soft-Rock Tunnels in Coal Mines and Its Mathematical Deduction	90
Experimental Study on Shear Behavior and a Revised Shear Strength Model for Infilled Rock Joints	88
New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning	80
One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures	78
Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process	65
Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method	57
Influence of Particle Breakage on Behavior of Coral Sands in Triaxial Tests	56
Yield Criterion for Rocklike Geomaterials Based on Strain Energy and CMP Model	56
Influence of Load Mode on Particle Crushing Characteristics of Silica Sand at High Stresses	53
Quantifying the Morphology of Calcareous Sands by Dynamic Image Analysis	52
Face Stability Analysis for a Shield Tunnel in Anisotropic Sands	51
Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage	50
Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation	49
Particle Breakage of Calcareous Sand and Its Correlation with Input Energy	46
Failure Evolution and Instability Mechanism of Surrounding Rock for Close-Distance Parallel Chambers with Super-Large Section in Deep Coal Mines	44
Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face	42
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash	41
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming	41
Numerical Analysis of Fiber-Reinforced Soils Based on the Equivalent Additional Stress Concept	39
Experimental Investigation of Cuttability Improvement for Hard Rock Fragmentation Using Conical Cutter	39
Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression	39
A Coupled CFD–DEM Approach to Examine the Hydraulic Critical State of Soil under Increasing Hydraulic Gradient	39
Stress-Dilatancy Behavior of MICP-Treated Sand	37
Characteristics of Microseismicity during Breakthrough in Deep Tunnels: Case Study of Jinping-II Hydropower Station in China	35

Three-Dimensional Analysis of Circular Tunnel Headings Using Broms and Bennermark’s Original Stability Number	35
Simulating Progression of Internal Erosion in Gap-Graded Sandy Gravels Using Coupled CFD-DEM	33
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity	32
Performance of Ballast Influenced by Deformation and Degradation: Laboratory Testing and Numerical Modeling	32
Particle Breakage of Rockfill Material during Triaxial Tests under Complex Stress Paths	31
Strength and Damage Response of Sandstone and Granodiorite under Different Loading Conditions of Multistage Uniaxial Cyclic Compression	31
Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field	31
Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station	31
Study of Active Earth Pressure behind a Vertical Retaining Wall Subjected to Rotation about the Base	31
Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands	30
Rainfall-Induced Erosion of Biocemented Graded Slopes	30
Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock	29
New Creep Constitutive Model for Soft Rocks and Its Application in the Prediction of Time-Dependent Deformation in Tunnels	28
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading	28
Pore Morphology, Porosity, and Pore Size Distribution in Kaolinitic Remolded Clays under Triaxial Loading	28
Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters	28
A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses	28
Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands	27
Finite-Element Simulation of Instrumented Asphalt Pavement Response under Moving Vehicular Load	26
Deep Convolutional Neural Network-Based Method for Strength Parameter Prediction of Jointed Rock Mass Using Drilling Logging Data	26
Experimental Study of Bolt-Anchoring Mechanism for Bedded Rock Mass	26
Disturbed State Concept–Based Model for the Uniaxial Strain-Softening Behavior of Fiber-Reinforced Soil	25
Behavior of Tire-Geogrid–Reinforced Retaining Wall System under Dynamic Vehicle Load	25
Predicting Shear Strength of Unsaturated Soils over Wide Suction Range	25
Insights into the Transport and Fragmentation Characteristics of Earthquake-Induced Rock Avalanche: Numerical Study	25
Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number	25
Thermo-Hydro-Mechanical Model for Unsaturated Clay Soils Based on Granular Solid Hydrodynamics Theory	25
Exploring Passive and Active Metamodeling-Based Reliability Analysis Methods for Soil Slopes: A New Approach to Active Training	24
Stability Analysis of the Pressurized 3D Tunnel Face in Anisotropic and Nonhomogeneous Soils	24
The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression	24
Constitutive Modeling for Two Sands under High Pressure	24
Strength and Surviving Probability in Grain Crushing under Acidic Erosion and Compression	24
Critical State and Grading Evolution of Rockfill Material under Different Triaxial Compression Tests	23
Cyclic Simple Shear Response of Sand–Rubber Tire Chip Mixtures	22
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids	22
Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone	22
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior	22
Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern	22
New Method to Evaluate Antiwashout Performance of Grout for Preventing Water-Inrush Disasters	22
Water Saturation Effects on Mechanical and Fracture Behavior of Marble	22
Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel	22
Crushing and Flooding Effects on One-Dimensional Time-Dependent Behaviors of a Granular Soil	22
Numerical Evaluation of Soil–Structure Interaction Effects on the Seismic Performance and Vulnerability of Reinforced Concrete Buildings	21
Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression	21
Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode	21
Seepage Characteristics of Triaxial Compression-Induced Fractured Rocks under Varying Confining Pressures	21
Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering	21
Performance of New Type of Foamed Concrete in Supporting Tunnel in Squeezing Rock	21
Longwall Top Coal Caving Mechanisms in the Fractured Thick Coal Seam	21
Experimental Investigation of Anisotropic Wear Damage for Natural Joints under Direct Shearing Test	21

Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method	21
Coupled Moving Particle Simulation–Finite-Element Method Analysis of Fluid–Structure Interaction in Geodisasters	21
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	21
Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed	20
New Simple Breakage Index for Crushable Granular Soils	20
Case Study: Ground Improvement of Yangtze River Floodplain Soils with Combined Vacuum and Surcharge Preloading Method	20
Three-Dimensional Simulation of Seismic Slope–Foundation–Structure Interaction for Buildings Near Shallow Slopes	20
Experimental and Theoretical Investigations on Active Earth Pressure Distributions behind Rigid Retaining Walls with Narrow Backfill under a Translational Mode	20
Analytical Approach for Evaluating the Dynamic Self-Bearing Capacity of Tunnels	20
Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces	20
Bearing Capacity of Shallow Foundations on Unsaturated Soils: Analytical Approach with 3D Numerical Simulations and Experimental Validations	20
Analysis of Passive Earth Pressure for Unsaturated Retaining Structures	19
Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects	19
Control and Stabilization of Fugitive Dust: Using Eco-Friendly and Sustainable Materials	19
Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings	19
Interaction Model for Torsional Dynamic Response of Thin-Wall Pipe Piles Embedded in Both Vertically and Radially Inhomogeneous Soil	19
Analysis of Deformation and Degradation of Fouled Ballast: Experimental Testing and DEM Modeling	19
Dynamic Compaction of Clays: Numerical Study Based on the Mechanics of Unsaturated Soils	19
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method	19
Review of Strength Improvements of Biocemented Soils	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
Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment	18
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads	18
Durability of Rammed Earth Materials	18
Nonlinear Consolidation Analysis of a Saturated Clay Layer with Variable Compressibility and Permeability under Various Cyclic Loadings	18
Experimental and Theoretical Investigations on Evolution of Soil-Arching Effect in 2D Trapdoor Problem	18
Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method	18
Prediction of Rockburst Based on Multidimensional Connection Cloud Model and Set Pair Analysis	18
Dynamic Properties of Cement-Treated Marine Clay	18
Effect of Fiber Reinforcement on Mechanical Behavior of Alkali-Activated Binder-Treated Expansive Soil: Reliability-Based Approach	18
Semianalytical Analysis of Creep and Thermal Consolidation Behaviors in Layered Saturated Clays	18
Coupled Seepage and Stress Model and Experiment Verification for Creep Behavior of Soft Rock	18
Evolution of Particle Shape Produced by Sand Breakage	17
Evaluation of Group Capacity of Micropile in Soft Clayey Soil from Experimental Analysis Using SVM-Based Prediction Model	17
Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode	17
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	17
Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage	17
Semianalytical Solutions to the Consolidation of Drainage Well Foundations in Unsaturated Soils with Radial Semipermeable Drainage Boundary under Time-Dependent Loading	17
Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method	17
Comprehensive Evaluation of Strength Criteria for Granite, Marble, and Sandstone Based on Polyaxial Experimental Tests	17
Dynamic Mechanical Behavior of Granite under the Effects of Strain Rate and Temperature	17
Probabilistic Analysis of Ground Movements Caused by Tunneling in a Spatially Variable Soil	17
Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Failure in Karst Tunnels	17
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	16
Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite	16
Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model	16
Modified Models for Predicting Dynamic Properties of Granular Soil Under Anisotropic Consolidation	16
Pseudostatic Approach to Analyze Combined Pile–Raft Foundation	16
Discrimination of Particle Breakage below Pile Tip after Model Pile Penetration in Sand Using Image Analysis	16
Impact of Coal Ranks and Confining Pressures on Coal Strength, Permeability, and Acoustic Emission	16
Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil	16
Simulation of Liquefaction and Retrogressive Slope Failure in Loose Coarse-Grained Material	16
Evaluation of the Bending Failure of Columns under an Embankment Loading	15
Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry	15
Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads	15
Fracture of Interparticle MICP Bonds under Compression	15
An Artificial Intelligence-Based Prediction Model for Optimum Design Variables of Reinforced Concrete Retaining Walls	15
Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock	15
Fracture Modes of Single-Flawed Rock-Like Material Plates Subjected to Dynamic Compression	15
Performance of Footing on Clay Bed Reinforced with Coir Cell Networks	15
Experimental Study of Mechanical Behavior of Gneiss Considering the Orientation of Schistosity under True Triaxial Compression	15
Load Transfer Mechanisms of Granular Cushion between Column Foundation and Rigid Raft	15
Influence of Rock Strength on the Mechanical Characteristics and Energy Evolution Law of Gypsum–Rock Combination Specimen under Cyclic Loading–Unloading Condition	15
New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment	15
Analytical Model for Load-Transfer Mechanism of Rock-Socketed Drilled Piles: Considering Bond Strength of the Concrete–Rock Interface	15
Coupled Effect of Expanded Polystyrene and Geogrid on Load Reduction for High-Filled Cut-and-Cover Tunnels Using the Discrete-Element Method	15
Experimental Investigation of Drilling Lateral Boreholes in Chalk Rocks with High-Pressure Jets	15
Active Earth Pressure of Narrow Cohesionless Backfill on Inclined Rigid Retaining Walls Rotating about the Bottom	15
Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation	15
Displacement Back-Analysis of Rock Mass Parameters for Underground Caverns Using a Novel Intelligent Optimization Method	15
Large-Scale Test Study on the Three-Dimensional Behavior of the Gravel–Concrete Interface of a CFR Dam	15
Crack Growth in Rocks with Preexisting Narrow Flaws under Uniaxial Compression	14
Frost Deformation and a Quasi-Elastic-Plastic-Creep Constitutive Model for Isotropic Freezing Rock	14
Simplified Model to Predict Features of Soil–Water Retention Curve Accounting for Stress State Conditions	14
Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads	14
Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating	14
Implementation of Fuzzy Reliability Analysis for Elastic Settlement of Strip Footing on Sand Considering Spatial Variability	14
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory	14
DEM Investigation on the Evolution of Fabric under True Triaxial Conditions in Granular Materials	14
Brittle–Ductile Transition of Mudstone in Coal Measure Rock Strata under High Temperature	14

Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall	14
An Efficient Disk-Based Discontinuous Deformation Analysis Model for Simulating Large-Scale Problems	14
Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression	14
Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks	14
Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions	14
Shape Characterization of Fragmented Sand Grains via X-Ray Computed Tomography Imaging	14
Field Tests on Axial Behavior of Grouted Steel Pipe Micropiles in Marine Soft Clay	14
Dynamic Tensile Mechanical Properties and Fracture Characteristics of Water-Saturated Sandstone under the Freezing Effect	14
Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel	14
Analytical and Semi-Analytical Solutions for Describing Tunneling-Induced Transverse and Longitudinal Settlement Troughs	14
OpenMP-Based Parallel Two-Dimensional Discontinuous Deformation Analysis for Large-Scale Simulation	14
A Bounding Surface Viscoplasticity Model for Time-Dependent Behavior of Soils Including Primary and Tertiary Creep	14
Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity	14
Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition	14
Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation	14
Analytical Model for Multicomponent Landfill Gas Migration through Four-Layer Landfill Biocover with Capillary Barrier	14
Centrifuge Model Testing of Loess Landslides Induced by Excavation in Northwest China	14
Three-Dimensional Discrete-Element Modeling of Geocell-Reinforced Ballast Considering Breakage	14
Choosing Appropriate Appraisal to Describe Peak-Spatial Features of Rock-Joint Profiles	14
Strength Properties of Cement-Stabilized Dredged Sludge Incorporating Nano-SiO 2 and Straw Fiber	13
Optimization of the Critical Slip Surface of Three-Dimensional Slope by Using an Improved Genetic Algorithm	13
Probabilistic Analysis of Soil-Water Characteristic Curve of Bentonite: Multivariate Copula Approach	13
Numerical Investigation of the Elastic Properties of Binary Mixtures as a Function of the Size Ratio and Fines Content	13
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone	13
Development of Analytic Method for Computing Expansive Soil–Induced Stresses in Highway Pavement	13
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	13
Liquefaction Resistance of Silty Sand with Ground Rubber Additive	13
Slope-Dynamic Reliability Analysis Considering Spatial Variability of Soil Parameters	13
Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone	13
Thermal-Stress-Aperture Coupled Model for Analyzing the Thermal Failure of Fractured Rock Mass	13
Calibration of Microscopic Penalty Parameters in the Combined Finite–Discrete-Element Method	13
Seismic Analysis of Retaining Wall Subjected to Surcharge: A Modified Pseudodynamic Approach	13
Slip Surface and Active Earth Pressure of Cohesionless Narrow Backfill behind Rigid Retaining Walls under Translation Movement Mode	13
Rate Dependency and Stress Relaxation of Unsaturated Clays	13
Allowable Displacement of Slope Supported by Frame Structure with Anchors under Earthquake	13
Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers	12
Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method	12
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand	12
Study on Refined Back-Analysis Method for Stress Field Based on In Situ and Disturbed Stresses	12
Multiple Nonlinear Regression Models for Predicting Deformation Behavior of Concrete-Face Rockfill Dams	12
Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush in Shield Tunnel	12
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process	12
Method for Estimating the Degree of Improvement in Soil between Adjacent Tamping Locations under Dynamic Compaction	12
Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading	12
Rutting Prediction Model for Semirigid Base Asphalt Pavement Based on Hamburg Wheel Tracking Test	12
Finite-Element Study for Seismic Structural and Global Stability of Cantilever-Type Retaining Walls	12
Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks	12
Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study	12
A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil	12
Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings	12
Rockfill Particle Breakage Generated by Wetting Deformation under the Complex Stress Path	12
Active Earth Pressure against Cantilever Retaining Wall Adjacent to Existing Basement Exterior Wall	12
Influence of Two Cross-Flaws Geometry on the Strength and Crack Coalescence of Rock-Like Material Specimens under Uniaxial Compression	12
Stress Intensity Factor of Dynamic Crack in Double-Layered Dry Sandy Elastic Medium due to Shear Wave under Different Loading Conditions	12
Triaxial Discrete Element Simulation of Soil–Rock Mixture with Different Rock Particle Shapes under Rigid and Flexible Loading Modes	12
Effects of Wall Movements on Performance of Integral Abutment Bridges	12
Response of High-Density Polyethylene Geomembrane–Sand Interfaces under Cyclic Shear Loading: Laboratory Investigation	12
Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System	11
Correlation of Geomechanical and Dynamic Elastic Properties with the P-Wave Velocity of Lower Gondwana Coal Measure Rocks of India	11
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis	11
Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress	11
Producing Undrained Stability Factors for Various Tunnel Shapes	11
New Method to Evaluate Strengthen Efficiency by Dynamic Compaction	11
Spatial Fractal Structure of Microseismic Events for Different Types of Rockburst in Deeply Buried Tunnels	11
Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis	11
Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths	11
Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function	11
Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils	11
Anisotropic Bounding Surface Plasticity Model for Porous Media	11
Process Simulation and Mesoscopic Analysis of Rockfill Dam Compaction Using Discrete Element Method	11
Failure Process of a Single Stone Column in Soft Soil beneath Rigid Loading: Numerical Study	11
Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under CombinedV-M-HLoading	11
Evaluation of Winkler Model and Pasternak Model for Dynamic Soil-Structure Interaction Analysis of Structures Partially Embedded in Soils	11
Accumulated Plastic Strain Behavior of Granite Residual Soil under Cycle Loading	11
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	11
Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model	11
Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study	11
Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling	11
Numerical and Experimental Analysis of Lateral Resistance of Biblock Sleeper on Ballasted Tracks	11
Back-Calculation of Elastic Modulus of High Liquid Limit Clay Subgrades Based on Viscoelastic Theory and Multipopulation Genetic Algorithm	11
Three-Dimensional Stability Analysis of Bank Slopes with Reservoir Drawdown Based on Rigorous Limit Equilibrium Method	11
Long-Term Deformation of Highway Subgrade under Coupling Effect of Traffic Load and Drying–Wetting Cycles	11
Micromechanical-Based Shear Strength Equation Considering the Stress-State Effect for Unsaturated Soils	11
Calculating the State Parameter in Crushable Sands	11
Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study	11
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT	11
Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction	11
Influence of Point Source on Love-Type Waves in Anisotropic Layer Overlying Viscoelastic FGM Half-Space: Green’s Function Approach	11
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension	10
Numerical Analysis of Degradation Characteristics for Heterogeneous Rock under Coupled Thermomechanical Conditions	10
Experimental Investigation of Mechanical Properties of Ballast Contaminated with Wet Sand Materials	10
Modeling of Vehicle-Track-Tunnel-Soil System Considering the Dynamic Interaction between Twin Tunnels in a Poroelastic Half-Space	10
Large-Scale True Triaxial Test on Stress-Strain and Strength Properties of Rockfill	10
Numerical Investigation of Soil Arching in Dense Sand	10
Wedge Movement Effects on the Nonlinear Behavior of an Arch Dam Subjected to Seismic Loading	10
Analysis of Drained Cavity Unloading–Contraction Considering Different Degrees of Intermediate Principal Stress with Unified Strength Theory	10
Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits	10
Shaking Table Tests to Evaluate the Seismic Performance of Soil Nailing Stabilized Embankments	10
Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River	10
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	10
Accounting for 2D Spatial Variation in Slope Reliability Analysis	10
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors	10
Evaluation of Hydraulic Conductivity Functions of Saturated Soft Soils	10
Experimental Investigation and Modeling of the Hydraulic Conductivity of Saturated Bentonite–Claystone Mixture	10
Failure and Deformation Mechanisms of Vertical Plate Anchors Subjected to Lateral Loading in Sand	10
Calibration of the Microparameters of Rock Specimens by Using Various Machine Learning Algorithms	10
New Instability Criterion for Stability Analysis of Homogeneous Slopes	10
Consolidation Considering Clogging Effect under Uneven Strain Assumption	10
Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure	10
Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction	10
Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils	10
Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil	10
Lateral Responses of a Model Pile in Biocemented Sand	10
Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion	10
Design of Stiffened Slab Foundations on Reactive Soils Using 3D Numerical Modeling	10
Experimental Evaluation of Geocell and EPS Geofoam as Means of Protecting Pipes at the Bottom of Repeatedly Loaded Trenches	10
Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion	10
Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading	10
Load-Transfer Mechanism of Helical Piles Under Compressive and Impact Loading	10
Efficient Beam–Column Finite-Element Method for Stability Design of Slender Single Pile in Soft Ground Mediums	10
Experimental Investigation of the Dynamic Characteristics of Treated Silt Using Lignin: Case Study of Yellow River Flood Basin	10
Use of Soil–Cement Bed to Improve Bearing Capacity of Stone Columns	10
BiLSTM-Based Soil–Structure Interface Modeling	10
Failure Analysis of Thin Bedrock and Clay Roof in Underground Coal Mining: Case Study in Longdong Coal Mine	10
A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils	10
Fractal Characteristics and Failure Analysis of Geomechanical Model for Arch Dam Based on Acoustic Emission Technique	10
Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground	9
Borehole Cross-Sectional Shape Analysis under in Situ Stress	9
A Simplified Method for Seismic Design of Cantilever Sheet Pile Walls Under Infinite Uniform Surcharge Load	9
A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles	9
Dynamic Stability Analysis of Pile Foundation under Wave Load	9
Experimental Investigation on Loading-Relaxation Behaviors of Shear-Zone Soil	9
Improved Analytical Soil Arching Model for the Design of Piled Embankments	9
Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure	9
Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions	9
Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime	9
Estimation of Active Earth Pressure Against Rigid Retaining Walls Considering Soil Arching Effects and Intermediate Principal Stress	9
Quantitative Acoustic Emissions Source Mechanisms Analysis of Soft and Competent Rocks through Micromechanics-Seismicity Coupled Modeling	9
Mechanical Behaviors of Sandy Sediments Bearing Pore-Filling Methane Hydrate under Different Intermediate Principal Stress	9
On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown	9
Mechanism of Enzyme Stabilization for Expansive Soils Using Mechanical and Microstructural Investigation	9
Numerical Investigation of the Performance of Caissons in Cohesive Soils under Cyclic Loading	9
Behaviors of a Laterally Loaded Pile Located in a Mountainside	9
Recycled Aggregate Mixtures for Backfilling Sewer Trenches in Nontrafficable Areas	9
Experimental Investigation of the Coupled Influence of Rate of Loading and Contact Time on the Frictional Behavior of Quartz Grain Interfaces under Varying Normal Load	9

Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method	9
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	9
Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach	9
Seismic Response of Earth Dam with Innovative Polymer Antiseepage Wall	9
Ultimate Pullout Capacity of Vertical Anchors in Frictional Soils	9
Effects of Karst Cave Shape on the Stability and Minimum Safety Thickness of Tunnel Surrounding Rock	9
Experimental and Numerical Study on Ballast Flakiness and Elongation Index by Direct Shear Test	9
Mechanical Response of Granite Residual Soil Subjected to Impact Loading	9
A New C++ Programming Strategy for Three-Dimensional Sphere Discontinuous Deformation Analysis	9
Prediction Model for Normal and Flat Wear of Disc Cutters during TBM Tunneling Process	9
Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay	9
Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis	9
Finite-Element Studies on Factors Influencing the Response of Underground Tunnels Subjected to Internal Explosion	9
Stabilization Effect of Anionic Polyacrylamide on Marine Clay Treated with Lime	9
Predicting Resilient Modulus of Cementitiously Stabilized Subgrade Soils Using Neural Network, Support Vector Machine, and Gaussian Process Regression	9
Effects of Structure on the Compression Behavior of Unsaturated Loess	9
Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications	9
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches	8
Numerical Investigation of Coupled Effects of Temperature and Confining Pressure on Rock Mechanical Properties in Fractured Rock Mass Using Thermal-Stress-Aperture Coupled Model	8
Mechanical Performances and Pore Features of Coal Subjected to Heat Treatment in Approximately Vacuum Environment	8
Anisotropic and Noncoaxial Behavior of Soft Marine Clay under Stress Path Considering the Variation of Principal Stress Direction	8
Stress Analysis of an Inclined Borehole Subjected to Fluid Discharge in Saturated Transversely Isotropic Rocks	8
Relating Hydraulic Conductivity to Particle Size Using DEM	8
Determination of Critical Slope Face in c – ϕ Soil under Seismic Condition Using Method of Stress Characteristics	8
Lateral Vibration of Piles and Pile Groups in Nonhomogeneous Transversely Isotropic Media	8
Experimental Study on Mechanical Properties of Grout–Soil Interface in Anchor System of Rammed Earthen Sites	8
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	8
Experimental Research on Strain Transfer Behavior of Fiber-Optic Cable Embedded in Soil Using Distributed Strain Sensing	8
Closure to “Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming” by Mehdi Veiskarami, Reza Jamshidi Chenari, and Amir Arsalan Jameei	8
New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes	8
Control of Ground Uplift Based on Flow-Field Regularity during Grouting in Fracture with Flowing Groundwater	8
Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution	8
Effects of Tunneling-Induced Ground Movements on Stability of Piled Raft Foundation: Three-Dimensional Finite-Element Approach	8
Stability Factors F c , F s , an	8
Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections	8
Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model	8
Seismic Bearing Capacity of Rough Strip Footing Placed Over Geogrid-Reinforced Two-Layer Sands	8
Experimental Investigation on Mass Loss Characteristics of Broken Rocks with Discontinuous Gradation	8
Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil	8
Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils	8
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	8
Reliability of Shape Factors for Bearing Capacity of Square Footings on Spatially Varying Cohesive Soils	8
Modified Duncan-Chang Constitutive Model for Modeling Supported Excavations in Granular Soils	8
Stability of Horseshoe Tunnel in Cohesive-Frictional Soil	8
Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method	8
Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes	8
Investigation of Mesh Improvement in Multimaterial ALE Formulations Using Geotechnical Benchmark Problems	8
Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach	8
Evaluation of Structural Strength and Parameters of Collapsible Loess	8
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	8
Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes	8
Applicability of Bouc-Wen Model to Capture Asymmetric Behavior of Sand at High Cyclic Shear Strain	8
Estimation of Transient Forces in Single Pile Embedded in Liquefiable Soil	8
Salt Solution Attack–Induced Freeze–Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone	8
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies	8
Discontinuous Modeling of Roof Strata Caving in a Mechanized Longwall Mine in Tabas Coal Mine	8
New Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses	8
Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures	8
Analytical Method for Segmental Tunnel Linings Reinforced by Secondary Lining Considering Interfacial Slippage and Detachment	8
Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions	8
A Heuristic Elastoplastic Damage Constitutive Modeling Method for Geomaterials: From Strength Criterion to Analytical Full-Spectrum Stress–Strain Curves	8
Experimental and Numerical Investigations on Confined Granular Systems Stabilized by Bacterial Cementation	8