International Journal of Geomechanics

(The TQCC of International Journal of Geomechanics is 8. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 500 papers]. The publications cover those that have been published in the past four years, i.e., from 2019-10-01 to 2023-10-01.)
Experimental Study of Fracture Toughness and Subcritical Crack Growth of Three Rocks under Different Environments118
Time-Dependent Deformation Mechanism for Swelling Soft-Rock Tunnels in Coal Mines and Its Mathematical Deduction90
Experimental Study on Shear Behavior and a Revised Shear Strength Model for Infilled Rock Joints88
New Method for Characterizing the Shear Damage of Natural Rock Joint Based on 3D Engraving and 3D Scanning80
One-Dimensional Compression Behavior of Calcareous Sand and Marine Clay Mixtures78
Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process65
Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method57
Influence of Particle Breakage on Behavior of Coral Sands in Triaxial Tests56
Yield Criterion for Rocklike Geomaterials Based on Strain Energy and CMP Model56
Influence of Load Mode on Particle Crushing Characteristics of Silica Sand at High Stresses53
Quantifying the Morphology of Calcareous Sands by Dynamic Image Analysis52
Face Stability Analysis for a Shield Tunnel in Anisotropic Sands51
Dilatancy and Critical State of Calcareous Sand Incorporating Particle Breakage50
Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation49
Particle Breakage of Calcareous Sand and Its Correlation with Input Energy46
Failure Evolution and Instability Mechanism of Surrounding Rock for Close-Distance Parallel Chambers with Super-Large Section in Deep Coal Mines44
Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face42
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash41
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming41
Numerical Analysis of Fiber-Reinforced Soils Based on the Equivalent Additional Stress Concept39
Experimental Investigation of Cuttability Improvement for Hard Rock Fragmentation Using Conical Cutter39
Particle Breakage and Deformation Behavior of Carbonate Sand under Drained and Undrained Triaxial Compression39
A Coupled CFD–DEM Approach to Examine the Hydraulic Critical State of Soil under Increasing Hydraulic Gradient39
Stress-Dilatancy Behavior of MICP-Treated Sand37
Characteristics of Microseismicity during Breakthrough in Deep Tunnels: Case Study of Jinping-II Hydropower Station in China35
Three-Dimensional Analysis of Circular Tunnel Headings Using Broms and Bennermark’s Original Stability Number35
Simulating Progression of Internal Erosion in Gap-Graded Sandy Gravels Using Coupled CFD-DEM33
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity32
Performance of Ballast Influenced by Deformation and Degradation: Laboratory Testing and Numerical Modeling32
Particle Breakage of Rockfill Material during Triaxial Tests under Complex Stress Paths31
Strength and Damage Response of Sandstone and Granodiorite under Different Loading Conditions of Multistage Uniaxial Cyclic Compression31
Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field31
Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station31
Study of Active Earth Pressure behind a Vertical Retaining Wall Subjected to Rotation about the Base31
Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands30
Rainfall-Induced Erosion of Biocemented Graded Slopes30
Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock29
New Creep Constitutive Model for Soft Rocks and Its Application in the Prediction of Time-Dependent Deformation in Tunnels28
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading28
Pore Morphology, Porosity, and Pore Size Distribution in Kaolinitic Remolded Clays under Triaxial Loading28
Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters28
A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses28
Effects of Load Duration and Stress Level on Deformation and Particle Breakage of Carbonate Sands27
Finite-Element Simulation of Instrumented Asphalt Pavement Response under Moving Vehicular Load26
Deep Convolutional Neural Network-Based Method for Strength Parameter Prediction of Jointed Rock Mass Using Drilling Logging Data26
Experimental Study of Bolt-Anchoring Mechanism for Bedded Rock Mass26
Disturbed State Concept–Based Model for the Uniaxial Strain-Softening Behavior of Fiber-Reinforced Soil25
Behavior of Tire-Geogrid–Reinforced Retaining Wall System under Dynamic Vehicle Load25
Predicting Shear Strength of Unsaturated Soils over Wide Suction Range25
Insights into the Transport and Fragmentation Characteristics of Earthquake-Induced Rock Avalanche: Numerical Study25
Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number25
Thermo-Hydro-Mechanical Model for Unsaturated Clay Soils Based on Granular Solid Hydrodynamics Theory25
Exploring Passive and Active Metamodeling-Based Reliability Analysis Methods for Soil Slopes: A New Approach to Active Training24
Stability Analysis of the Pressurized 3D Tunnel Face in Anisotropic and Nonhomogeneous Soils24
The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression24
Constitutive Modeling for Two Sands under High Pressure24
Strength and Surviving Probability in Grain Crushing under Acidic Erosion and Compression24
Critical State and Grading Evolution of Rockfill Material under Different Triaxial Compression Tests23
Cyclic Simple Shear Response of Sand–Rubber Tire Chip Mixtures22
Effect of Eccentric Load on the Undrained Bearing Capacity of Strip Footings above Voids22
Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone22
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior22
Complex Variable Solution for Twin Tunneling-Induced Ground Movements Considering Nonuniform Convergence Pattern22
New Method to Evaluate Antiwashout Performance of Grout for Preventing Water-Inrush Disasters22
Water Saturation Effects on Mechanical and Fracture Behavior of Marble22
Laboratory Observation of Spalling Process Induced by Tangential Stress Concentration in Hard Rock Tunnel22
Crushing and Flooding Effects on One-Dimensional Time-Dependent Behaviors of a Granular Soil22
Numerical Evaluation of Soil–Structure Interaction Effects on the Seismic Performance and Vulnerability of Reinforced Concrete Buildings21
Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression21
Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode21
Seepage Characteristics of Triaxial Compression-Induced Fractured Rocks under Varying Confining Pressures21
Using Indirect Testing Methods to Quickly Acquire the Rock Strength and Rock Mass Classification in Tunnel Engineering21
Performance of New Type of Foamed Concrete in Supporting Tunnel in Squeezing Rock21
Longwall Top Coal Caving Mechanisms in the Fractured Thick Coal Seam21
Experimental Investigation of Anisotropic Wear Damage for Natural Joints under Direct Shearing Test21
Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method21
Coupled Moving Particle Simulation–Finite-Element Method Analysis of Fluid–Structure Interaction in Geodisasters21
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions21
Three-Dimensional DEM Analysis of Axially Loaded Geogrid-Encased Stone Column in Clay Bed20
New Simple Breakage Index for Crushable Granular Soils20
Case Study: Ground Improvement of Yangtze River Floodplain Soils with Combined Vacuum and Surcharge Preloading Method20
Three-Dimensional Simulation of Seismic Slope–Foundation–Structure Interaction for Buildings Near Shallow Slopes20
Experimental and Theoretical Investigations on Active Earth Pressure Distributions behind Rigid Retaining Walls with Narrow Backfill under a Translational Mode20
Analytical Approach for Evaluating the Dynamic Self-Bearing Capacity of Tunnels20
Active Earth Pressure on Rigid Retaining Walls Built Near Rock Faces20
Bearing Capacity of Shallow Foundations on Unsaturated Soils: Analytical Approach with 3D Numerical Simulations and Experimental Validations20
Analysis of Passive Earth Pressure for Unsaturated Retaining Structures19
Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects19
Control and Stabilization of Fugitive Dust: Using Eco-Friendly and Sustainable Materials19
Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings19
Interaction Model for Torsional Dynamic Response of Thin-Wall Pipe Piles Embedded in Both Vertically and Radially Inhomogeneous Soil19
Analysis of Deformation and Degradation of Fouled Ballast: Experimental Testing and DEM Modeling19
Dynamic Compaction of Clays: Numerical Study Based on the Mechanics of Unsaturated Soils19
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method19
Review of Strength Improvements of Biocemented Soils18
3D Spectral Element Solution of Multilayered Half-Space Medium with Harmonic Moving Load: Effect of Layer, Interlayer, and Loading Properties on Dynamic Response of Medium18
Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment18
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads18
Durability of Rammed Earth Materials18
Nonlinear Consolidation Analysis of a Saturated Clay Layer with Variable Compressibility and Permeability under Various Cyclic Loadings18
Experimental and Theoretical Investigations on Evolution of Soil-Arching Effect in 2D Trapdoor Problem18
Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method18
Prediction of Rockburst Based on Multidimensional Connection Cloud Model and Set Pair Analysis18
Dynamic Properties of Cement-Treated Marine Clay18
Effect of Fiber Reinforcement on Mechanical Behavior of Alkali-Activated Binder-Treated Expansive Soil: Reliability-Based Approach18
Semianalytical Analysis of Creep and Thermal Consolidation Behaviors in Layered Saturated Clays18
Coupled Seepage and Stress Model and Experiment Verification for Creep Behavior of Soft Rock18
Evolution of Particle Shape Produced by Sand Breakage17
Evaluation of Group Capacity of Micropile in Soft Clayey Soil from Experimental Analysis Using SVM-Based Prediction Model17
Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode17
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration17
Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage17
Semianalytical Solutions to the Consolidation of Drainage Well Foundations in Unsaturated Soils with Radial Semipermeable Drainage Boundary under Time-Dependent Loading17
Interpretation of Dynamic Pile Load Testing for Open-Ended Tubular Piles Using Finite-Element Method17
Comprehensive Evaluation of Strength Criteria for Granite, Marble, and Sandstone Based on Polyaxial Experimental Tests17
Dynamic Mechanical Behavior of Granite under the Effects of Strain Rate and Temperature17
Probabilistic Analysis of Ground Movements Caused by Tunneling in a Spatially Variable Soil17
Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Failure in Karst Tunnels17
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis16
Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite16
Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model16
Modified Models for Predicting Dynamic Properties of Granular Soil Under Anisotropic Consolidation16
Pseudostatic Approach to Analyze Combined Pile–Raft Foundation16
Discrimination of Particle Breakage below Pile Tip after Model Pile Penetration in Sand Using Image Analysis16
Impact of Coal Ranks and Confining Pressures on Coal Strength, Permeability, and Acoustic Emission16
Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil16
Simulation of Liquefaction and Retrogressive Slope Failure in Loose Coarse-Grained Material16
Evaluation of the Bending Failure of Columns under an Embankment Loading15
Strength, Permeability, and Micromechanisms of Industrial Residue Magnesium Oxychloride Cement Solidified Slurry15
Analytical Evaluation of Ballasted Track Substructure Response under Repeated Train Loads15
Fracture of Interparticle MICP Bonds under Compression15
An Artificial Intelligence-Based Prediction Model for Optimum Design Variables of Reinforced Concrete Retaining Walls15
Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock15
Fracture Modes of Single-Flawed Rock-Like Material Plates Subjected to Dynamic Compression15
Performance of Footing on Clay Bed Reinforced with Coir Cell Networks15
Experimental Study of Mechanical Behavior of Gneiss Considering the Orientation of Schistosity under True Triaxial Compression15
Load Transfer Mechanisms of Granular Cushion between Column Foundation and Rigid Raft15
Influence of Rock Strength on the Mechanical Characteristics and Energy Evolution Law of Gypsum–Rock Combination Specimen under Cyclic Loading–Unloading Condition15
New Modified Model for Estimating the Peak Shear Strength of Rock Mass Containing Nonconsecutive Joint Based on a Simulated Experiment15
Analytical Model for Load-Transfer Mechanism of Rock-Socketed Drilled Piles: Considering Bond Strength of the Concrete–Rock Interface15
Coupled Effect of Expanded Polystyrene and Geogrid on Load Reduction for High-Filled Cut-and-Cover Tunnels Using the Discrete-Element Method15
Experimental Investigation of Drilling Lateral Boreholes in Chalk Rocks with High-Pressure Jets15
Active Earth Pressure of Narrow Cohesionless Backfill on Inclined Rigid Retaining Walls Rotating about the Bottom15
Deformation and Protection of Existing Tunnels at an Oblique Intersection Angle to an Excavation15
Displacement Back-Analysis of Rock Mass Parameters for Underground Caverns Using a Novel Intelligent Optimization Method15
Large-Scale Test Study on the Three-Dimensional Behavior of the Gravel–Concrete Interface of a CFR Dam15
Crack Growth in Rocks with Preexisting Narrow Flaws under Uniaxial Compression14
Frost Deformation and a Quasi-Elastic-Plastic-Creep Constitutive Model for Isotropic Freezing Rock14
Simplified Model to Predict Features of Soil–Water Retention Curve Accounting for Stress State Conditions14
Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads14
Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating14
Implementation of Fuzzy Reliability Analysis for Elastic Settlement of Strip Footing on Sand Considering Spatial Variability14
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory14
DEM Investigation on the Evolution of Fabric under True Triaxial Conditions in Granular Materials14
Brittle–Ductile Transition of Mudstone in Coal Measure Rock Strata under High Temperature14
Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall14
An Efficient Disk-Based Discontinuous Deformation Analysis Model for Simulating Large-Scale Problems14
Compressibility and Microstructure Evolution of Different Reconstituted Clays during 1D Compression14
Effect of Unloading Stress Levels on Macro- and Microfracture Mechanisms in Brittle Rocks14
Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions14
Shape Characterization of Fragmented Sand Grains via X-Ray Computed Tomography Imaging14
Field Tests on Axial Behavior of Grouted Steel Pipe Micropiles in Marine Soft Clay14
Dynamic Tensile Mechanical Properties and Fracture Characteristics of Water-Saturated Sandstone under the Freezing Effect14
Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel14
Analytical and Semi-Analytical Solutions for Describing Tunneling-Induced Transverse and Longitudinal Settlement Troughs14
OpenMP-Based Parallel Two-Dimensional Discontinuous Deformation Analysis for Large-Scale Simulation14
A Bounding Surface Viscoplasticity Model for Time-Dependent Behavior of Soils Including Primary and Tertiary Creep14
Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity14
Experimental Study of Mechanical Behavior of Interlayer Staggered Zone under Cyclic Loading and Unloading Condition14
Hybrid Method for Predicting the Response of a Pile-Raft Foundation to Adjacent Braced Excavation14
Analytical Model for Multicomponent Landfill Gas Migration through Four-Layer Landfill Biocover with Capillary Barrier14
Centrifuge Model Testing of Loess Landslides Induced by Excavation in Northwest China14
Three-Dimensional Discrete-Element Modeling of Geocell-Reinforced Ballast Considering Breakage14
Choosing Appropriate Appraisal to Describe Peak-Spatial Features of Rock-Joint Profiles14
Strength Properties of Cement-Stabilized Dredged Sludge Incorporating Nano-SiO 2 and Straw Fiber13
Optimization of the Critical Slip Surface of Three-Dimensional Slope by Using an Improved Genetic Algorithm13
Probabilistic Analysis of Soil-Water Characteristic Curve of Bentonite: Multivariate Copula Approach13
Numerical Investigation of the Elastic Properties of Binary Mixtures as a Function of the Size Ratio and Fines Content13
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone13
Development of Analytic Method for Computing Expansive Soil–Induced Stresses in Highway Pavement13
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology13
Liquefaction Resistance of Silty Sand with Ground Rubber Additive13
Slope-Dynamic Reliability Analysis Considering Spatial Variability of Soil Parameters13
Ground Reaction Curve for Deep Circular Tunnels in Strain-Softening Mohr–Coulomb Rock Masses Considering the Damaged Zone13
Thermal-Stress-Aperture Coupled Model for Analyzing the Thermal Failure of Fractured Rock Mass13
Calibration of Microscopic Penalty Parameters in the Combined Finite–Discrete-Element Method13
Seismic Analysis of Retaining Wall Subjected to Surcharge: A Modified Pseudodynamic Approach13
Slip Surface and Active Earth Pressure of Cohesionless Narrow Backfill behind Rigid Retaining Walls under Translation Movement Mode13
Rate Dependency and Stress Relaxation of Unsaturated Clays13
Allowable Displacement of Slope Supported by Frame Structure with Anchors under Earthquake13
Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers12
Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method12
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand12
Study on Refined Back-Analysis Method for Stress Field Based on In Situ and Disturbed Stresses12
Multiple Nonlinear Regression Models for Predicting Deformation Behavior of Concrete-Face Rockfill Dams12
Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush in Shield Tunnel12
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process12
Method for Estimating the Degree of Improvement in Soil between Adjacent Tamping Locations under Dynamic Compaction12
Deformation Behaviors and Dynamic Backbone Curve Model of Saturated Soft Clay under Bidirectional Cyclic Loading12
Rutting Prediction Model for Semirigid Base Asphalt Pavement Based on Hamburg Wheel Tracking Test12
Finite-Element Study for Seismic Structural and Global Stability of Cantilever-Type Retaining Walls12
Effect of Density, Trace Length, Aperture, and Direction Angle on Permeability Performance of Fracture Networks12
Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study12
A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil12
Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings12
Rockfill Particle Breakage Generated by Wetting Deformation under the Complex Stress Path12
Active Earth Pressure against Cantilever Retaining Wall Adjacent to Existing Basement Exterior Wall12
Influence of Two Cross-Flaws Geometry on the Strength and Crack Coalescence of Rock-Like Material Specimens under Uniaxial Compression12
Stress Intensity Factor of Dynamic Crack in Double-Layered Dry Sandy Elastic Medium due to Shear Wave under Different Loading Conditions12
Triaxial Discrete Element Simulation of Soil–Rock Mixture with Different Rock Particle Shapes under Rigid and Flexible Loading Modes12
Effects of Wall Movements on Performance of Integral Abutment Bridges12
Response of High-Density Polyethylene Geomembrane–Sand Interfaces under Cyclic Shear Loading: Laboratory Investigation12
Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System11
Correlation of Geomechanical and Dynamic Elastic Properties with the P-Wave Velocity of Lower Gondwana Coal Measure Rocks of India11
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis11
Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress11
Producing Undrained Stability Factors for Various Tunnel Shapes11
New Method to Evaluate Strengthen Efficiency by Dynamic Compaction11
Spatial Fractal Structure of Microseismic Events for Different Types of Rockburst in Deeply Buried Tunnels11
Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis11
Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths11
Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function11
Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils11
Anisotropic Bounding Surface Plasticity Model for Porous Media11
Process Simulation and Mesoscopic Analysis of Rockfill Dam Compaction Using Discrete Element Method11
Failure Process of a Single Stone Column in Soft Soil beneath Rigid Loading: Numerical Study11
Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under CombinedV-M-HLoading11
Evaluation of Winkler Model and Pasternak Model for Dynamic Soil-Structure Interaction Analysis of Structures Partially Embedded in Soils11
Accumulated Plastic Strain Behavior of Granite Residual Soil under Cycle Loading11
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials11
Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model11
Performance of a Combined Retaining Wall Structure Supporting a High Embankment on a Steep Slope: Case Study11
Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling11
Numerical and Experimental Analysis of Lateral Resistance of Biblock Sleeper on Ballasted Tracks11
Back-Calculation of Elastic Modulus of High Liquid Limit Clay Subgrades Based on Viscoelastic Theory and Multipopulation Genetic Algorithm11
Three-Dimensional Stability Analysis of Bank Slopes with Reservoir Drawdown Based on Rigorous Limit Equilibrium Method11
Long-Term Deformation of Highway Subgrade under Coupling Effect of Traffic Load and Drying–Wetting Cycles11
Micromechanical-Based Shear Strength Equation Considering the Stress-State Effect for Unsaturated Soils11
Calculating the State Parameter in Crushable Sands11
Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study11
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT11
Coupled Effect of Cross-Sectional Shape and Load Reduction on High-Filled Cut-and-Cover Tunnels Considering Soil–Structure Interaction11
Influence of Point Source on Love-Type Waves in Anisotropic Layer Overlying Viscoelastic FGM Half-Space: Green’s Function Approach11
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension10
Numerical Analysis of Degradation Characteristics for Heterogeneous Rock under Coupled Thermomechanical Conditions10
Experimental Investigation of Mechanical Properties of Ballast Contaminated with Wet Sand Materials10
Modeling of Vehicle-Track-Tunnel-Soil System Considering the Dynamic Interaction between Twin Tunnels in a Poroelastic Half-Space10
Large-Scale True Triaxial Test on Stress-Strain and Strength Properties of Rockfill10
Numerical Investigation of Soil Arching in Dense Sand10
Wedge Movement Effects on the Nonlinear Behavior of an Arch Dam Subjected to Seismic Loading10
Analysis of Drained Cavity Unloading–Contraction Considering Different Degrees of Intermediate Principal Stress with Unified Strength Theory10
Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits10
Shaking Table Tests to Evaluate the Seismic Performance of Soil Nailing Stabilized Embankments10
Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River10
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method10
Accounting for 2D Spatial Variation in Slope Reliability Analysis10
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors10
Evaluation of Hydraulic Conductivity Functions of Saturated Soft Soils10
Experimental Investigation and Modeling of the Hydraulic Conductivity of Saturated Bentonite–Claystone Mixture10
Failure and Deformation Mechanisms of Vertical Plate Anchors Subjected to Lateral Loading in Sand10
Calibration of the Microparameters of Rock Specimens by Using Various Machine Learning Algorithms10
New Instability Criterion for Stability Analysis of Homogeneous Slopes10
Consolidation Considering Clogging Effect under Uneven Strain Assumption10
Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure10
Numerical Investigation of Stone Column Improved Ground for Mitigation of Liquefaction10
Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils10
Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil10
Lateral Responses of a Model Pile in Biocemented Sand10
Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion10
Design of Stiffened Slab Foundations on Reactive Soils Using 3D Numerical Modeling10
Experimental Evaluation of Geocell and EPS Geofoam as Means of Protecting Pipes at the Bottom of Repeatedly Loaded Trenches10
Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion10
Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading10
Load-Transfer Mechanism of Helical Piles Under Compressive and Impact Loading10
Efficient Beam–Column Finite-Element Method for Stability Design of Slender Single Pile in Soft Ground Mediums10
Experimental Investigation of the Dynamic Characteristics of Treated Silt Using Lignin: Case Study of Yellow River Flood Basin10
Use of Soil–Cement Bed to Improve Bearing Capacity of Stone Columns10
BiLSTM-Based Soil–Structure Interface Modeling10
Failure Analysis of Thin Bedrock and Clay Roof in Underground Coal Mining: Case Study in Longdong Coal Mine10
A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils10
Fractal Characteristics and Failure Analysis of Geomechanical Model for Arch Dam Based on Acoustic Emission Technique10
Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground9
Borehole Cross-Sectional Shape Analysis under in Situ Stress9
A Simplified Method for Seismic Design of Cantilever Sheet Pile Walls Under Infinite Uniform Surcharge Load9
A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles9
Dynamic Stability Analysis of Pile Foundation under Wave Load9
Experimental Investigation on Loading-Relaxation Behaviors of Shear-Zone Soil9
Improved Analytical Soil Arching Model for the Design of Piled Embankments9
Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure9
Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions9
Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime9
Estimation of Active Earth Pressure Against Rigid Retaining Walls Considering Soil Arching Effects and Intermediate Principal Stress9
Quantitative Acoustic Emissions Source Mechanisms Analysis of Soft and Competent Rocks through Micromechanics-Seismicity Coupled Modeling9
Mechanical Behaviors of Sandy Sediments Bearing Pore-Filling Methane Hydrate under Different Intermediate Principal Stress9
On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown9
Mechanism of Enzyme Stabilization for Expansive Soils Using Mechanical and Microstructural Investigation9
Numerical Investigation of the Performance of Caissons in Cohesive Soils under Cyclic Loading9
Behaviors of a Laterally Loaded Pile Located in a Mountainside9
Recycled Aggregate Mixtures for Backfilling Sewer Trenches in Nontrafficable Areas9
Experimental Investigation of the Coupled Influence of Rate of Loading and Contact Time on the Frictional Behavior of Quartz Grain Interfaces under Varying Normal Load9
Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method9
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method9
Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach9
Seismic Response of Earth Dam with Innovative Polymer Antiseepage Wall9
Ultimate Pullout Capacity of Vertical Anchors in Frictional Soils9
Effects of Karst Cave Shape on the Stability and Minimum Safety Thickness of Tunnel Surrounding Rock9
Experimental and Numerical Study on Ballast Flakiness and Elongation Index by Direct Shear Test9
Mechanical Response of Granite Residual Soil Subjected to Impact Loading9
A New C++ Programming Strategy for Three-Dimensional Sphere Discontinuous Deformation Analysis9
Prediction Model for Normal and Flat Wear of Disc Cutters during TBM Tunneling Process9
Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay9
Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis9
Finite-Element Studies on Factors Influencing the Response of Underground Tunnels Subjected to Internal Explosion9
Stabilization Effect of Anionic Polyacrylamide on Marine Clay Treated with Lime9
Predicting Resilient Modulus of Cementitiously Stabilized Subgrade Soils Using Neural Network, Support Vector Machine, and Gaussian Process Regression9
Effects of Structure on the Compression Behavior of Unsaturated Loess9
Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications9
Unloading Behaviors of Shale under the Effects of Water Through Experimental and Numerical Approaches8
Numerical Investigation of Coupled Effects of Temperature and Confining Pressure on Rock Mechanical Properties in Fractured Rock Mass Using Thermal-Stress-Aperture Coupled Model8
Mechanical Performances and Pore Features of Coal Subjected to Heat Treatment in Approximately Vacuum Environment8
Anisotropic and Noncoaxial Behavior of Soft Marine Clay under Stress Path Considering the Variation of Principal Stress Direction8
Stress Analysis of an Inclined Borehole Subjected to Fluid Discharge in Saturated Transversely Isotropic Rocks8
Relating Hydraulic Conductivity to Particle Size Using DEM8
Determination of Critical Slope Face in cϕ Soil under Seismic Condition Using Method of Stress Characteristics8
Lateral Vibration of Piles and Pile Groups in Nonhomogeneous Transversely Isotropic Media8
Experimental Study on Mechanical Properties of Grout–Soil Interface in Anchor System of Rammed Earthen Sites8
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi8
Experimental Research on Strain Transfer Behavior of Fiber-Optic Cable Embedded in Soil Using Distributed Strain Sensing8
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 Jameei8
New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes8
Control of Ground Uplift Based on Flow-Field Regularity during Grouting in Fracture with Flowing Groundwater8
Buried Pipeline Subjected to Underground Blast Load: Closed-Form Analytical Solution8
Effects of Tunneling-Induced Ground Movements on Stability of Piled Raft Foundation: Three-Dimensional Finite-Element Approach8
Stability Factors F c , F s , an8
Smoothed Classic Yield Function for C2 Continuities in Tensile Cutoff, Compressive Cap, and Deviatoric Sections8
Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model8
Seismic Bearing Capacity of Rough Strip Footing Placed Over Geogrid-Reinforced Two-Layer Sands8
Experimental Investigation on Mass Loss Characteristics of Broken Rocks with Discontinuous Gradation8
Numerical Investigation of Sequential Strut Failure on Performance of Deep Excavations in Soft Soil8
Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils8
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis8
Reliability of Shape Factors for Bearing Capacity of Square Footings on Spatially Varying Cohesive Soils8
Modified Duncan-Chang Constitutive Model for Modeling Supported Excavations in Granular Soils8
Stability of Horseshoe Tunnel in Cohesive-Frictional Soil8
Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method8
Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes8
Investigation of Mesh Improvement in Multimaterial ALE Formulations Using Geotechnical Benchmark Problems8
Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach8
Evaluation of Structural Strength and Parameters of Collapsible Loess8
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode8
Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes8
Applicability of Bouc-Wen Model to Capture Asymmetric Behavior of Sand at High Cyclic Shear Strain8
Estimation of Transient Forces in Single Pile Embedded in Liquefiable Soil8
Salt Solution Attack–Induced Freeze–Thaw Mechanical Degradation and Its Correlation with Strength Characteristic of Mode-I Fracture Sandstone8
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies8
Discontinuous Modeling of Roof Strata Caving in a Mechanized Longwall Mine in Tabas Coal Mine8
New Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses8
Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures8
Analytical Method for Segmental Tunnel Linings Reinforced by Secondary Lining Considering Interfacial Slippage and Detachment8
Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions8
A Heuristic Elastoplastic Damage Constitutive Modeling Method for Geomaterials: From Strength Criterion to Analytical Full-Spectrum Stress–Strain Curves8
Experimental and Numerical Investigations on Confined Granular Systems Stabilized by Bacterial Cementation8