International Journal of Geomechanics

Article	Citations
Theoretical and Numerical Analyses on Hydro–Thermal–Salt–Mechanical Interaction of Unsaturated Salinized Soil Subjected to Typical Unidirectional Freezing Process	70
Stress-Dilatancy Behavior of MICP-Treated Sand	62
Rainfall-Induced Erosion of Biocemented Graded Slopes	59
Correlation of Critical State Strength Properties with Particle Shape and Surface Fractal Dimension of Clinker Ash	58
Limit Analysis of Modified Pseudodynamic Lateral Earth Pressure in Anisotropic Frictional Medium Using Finite-Element and Second-Order Cone Programming	56
Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face	53
Failure Evolution and Instability Mechanism of Surrounding Rock for Close-Distance Parallel Chambers with Super-Large Section in Deep Coal Mines	50
Influence of the Spatial Variability of Soil Shear Strength on Deep Excavation: A Case Study of a Bangkok Underground MRT Station	48
Review of Strength Improvements of Biocemented Soils	48
Undrained Stability of Ring Foundations: Axisymmetry, Anisotropy, and Nonhomogeneity	46
Elastoplastic Analytical Solution for the Stress and Deformation of the Surrounding Rock in Cold Region Tunnels Considering the Influence of the Temperature Field	45
Numerical Investigation of Brittleness Effect on Strength and Microcracking Behavior of Crystalline Rock	44
Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands	44
Experimental Investigation of Cuttability Improvement for Hard Rock Fragmentation Using Conical Cutter	44
Disturbed State Concept–Based Model for the Uniaxial Strain-Softening Behavior of Fiber-Reinforced Soil	43
Arching Development in Transparent Soil during Multiple Trapdoor Movement and Surface Footing Loading	39
Evolution of Particle Shape Produced by Sand Breakage	36
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method	36
New Simple Breakage Index for Crushable Granular Soils	35
Deep Convolutional Neural Network-Based Method for Strength Parameter Prediction of Jointed Rock Mass Using Drilling Logging Data	33
Slope Stability Analysis Considering Different Contributions of Shear Strength Parameters	33
A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses	33
Fracture of Interparticle MICP Bonds under Compression	32
Probabilistic Assessment on 3D Stability and Failure Mechanism of Undrained Slopes Based on the Kinematic Approach of Limit Analysis	30
Thermomechanical Soil–Structure Interaction in Single Energy Piles Exhibiting Reversible Interface Behavior	30

Micro-Mesoscopic Creep Damage Evolution and Failure Mechanism of Sandy Mudstone	29
Nonlinear Creep Model for Rocks Considering Damage Evolution Based on the Modified Nishihara Model	29
Experimental Investigation of the Behavior of Monopile under Asymmetric Two-Way Cyclic Lateral Loads	28
Experimental Investigation of the Mechanical Properties of Sandstone–Coal–Bolt Specimens with Different Angles under Conventional Triaxial Compression	28
Predictions of Deep Excavation Responses Considering Model Uncertainty: Integrating BiLSTM Neural Networks with Bayesian Updating	28
Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode	28
Constitutive Modeling for Two Sands under High Pressure	27
Effect of Roughness on Seismic Bearing Capacity of Shallow Foundations near Slopes Using the Lower Bound Finite Element Method	26
Influence of Rock Strength on the Mechanical Characteristics and Energy Evolution Law of Gypsum–Rock Combination Specimen under Cyclic Loading–Unloading Condition	26
Revisiting Circular Tunnel Stability Using Broms and Bennermarks’ Original Stability Number	26
The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression	26
Experimental Study on the Vertical Bearing Capacity of Stiffened Deep Cement Mixing Piles	26
Coupled Moving Particle Simulation–Finite-Element Method Analysis of Fluid–Structure Interaction in Geodisasters	25
New Applications of Ordinary Portland and Calcium Sulfoaluminate Composite Binder for Recycling Dredged Marine Sediments as Road Materials	25
Cracking Characteristics and Damage Assessment of Filled Rocks Using Acoustic Emission Technology	25
Time-Dependent Solutions for Lined Circular Tunnels Considering Rockbolts Reinforcement and Face Advancement Effects	25
Durability of Rammed Earth Materials	24
Soil Conditioning for EPB Shield Tunneling in Silty Clay and Weathered Mudstone	24
Stochastic Assessment of Landslide Influence Zone by Material Point Method and Generalized Geotechnical Random Field Theory	24
A Simple Approach for Evaluating the Bearing Capacity of Piles Subjected to Inclined Loads	24
Interaction Model for Torsional Dynamic Response of Thin-Wall Pipe Piles Embedded in Both Vertically and Radially Inhomogeneous Soil	24
Three-Dimensional Stability Investigation of Trapdoors in Collapse and Blowout Conditions	24
Strength Properties of Cement-Stabilized Dredged Sludge Incorporating Nano-SiO2and Straw Fiber	23
Effect of Fiber Reinforcement on Mechanical Behavior of Alkali-Activated Binder-Treated Expansive Soil: Reliability-Based Approach	23
BiLSTM-Based Soil–Structure Interface Modeling	22
Bearing Capacity of Strip Footings Adjacent to Anisotropic Slopes Using the Lower Bound Finite Element Method	22
Three-Dimensional Active Earth Pressures for Unsaturated Backfills with Cracks Considering Steady Seepage	22
A Two-Dimensional Moisture Diffusion Continuous Model for Simulating Dry Shrinkage and Cracking of Soil	22
3D Discretized Rotational Failure Mechanism for Slope Stability Analysis	21
Three-Dimensional Frequency-Domain Green’s Functions of a Finite Fluid-Saturated Soil Layer Underlain by Rigid Bedrock to Interior Loadings	21
Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Failure in Karst Tunnels	21
Stress Intensity Factor of Dynamic Crack in Double-Layered Dry Sandy Elastic Medium due to Shear Wave under Different Loading Conditions	21
Experimental Study of Mechanical Behavior of Gneiss Considering the Orientation of Schistosity under True Triaxial Compression	20
Effects of Karst Cave Shape on the Stability and Minimum Safety Thickness of Tunnel Surrounding Rock	20
Analytical Approach for Evaluating the Dynamic Self-Bearing Capacity of Tunnels	20
Crack Growth in Rocks with Preexisting Narrow Flaws under Uniaxial Compression	20
Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion	20
Characterization of Stationary and Nonstationary Random Fields with Different Copulas on Undrained Shear Strength of Soils: Probabilistic Analysis of Embankment Stability on Soft Ground	20
Effect of Curing Stress on Compression Behavior of Cement-Treated Dredged Sediment	20
Pullout Behavior of Triaxial Geogrid Embedded in a Transparent Soil	20
Evaluation of Structural Strength and Parameters of Collapsible Loess	19
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	19
Experimental Study on Uniaxial Compression Behavior of Fissured Loess Before and After Vibration	19
Evaluation of the Bending Failure of Columns under an Embankment Loading	19
An Artificial Intelligence-Based Prediction Model for Optimum Design Variables of Reinforced Concrete Retaining Walls	19
Calibration of the Microparameters of Rock Specimens by Using Various Machine Learning Algorithms	19
Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process	19
Producing Undrained Stability Factors for Various Tunnel Shapes	18
Evolution of Unsaturated Shear Strength and Microstructure of a Compacted Silty Clay on Wetting Paths	18
A Three-Dimensional Grouting Model Considering Hydromechanical Coupling Based on the Combined Finite-Discrete Element Method	18

Deep Learning for Intelligent Prediction of Rock Strength by Adopting Measurement While Drilling Data	18
Development of Lateral Capacity-Based Envelopes of Piled Raft Foundation under CombinedV-M-HLoading	18
Bender Element Measurement for Small-Strain Shear Modulus of Compacted Loess	18
Numerical Investigation of Grout Diffusion Accounting for the Dynamic Pressure Boundary Condition and Spatiotemporal Variation in Slurry Viscosity	18
Predicting Resilient Modulus of Cementitiously Stabilized Subgrade Soils Using Neural Network, Support Vector Machine, and Gaussian Process Regression	17
Experimental and Analytical Study on Geomechanical Behavior of Biocemented Sand	17
Dynamic Response Evaluation for Single-Hole Bench Carbon Dioxide Blasting Based on the Novel SSA–VMD–PCC Method	17
Comprehensive Influence Analysis of Multiple Parameters on the Safety Thickness against Water Inrush in Shield Tunnel	17
Effects of Undercrossing Tunneling on Existing Shield Tunnels	17
Lightly Stabilized Loose Sands with Alkali-Activated Fly Ash in Deep Mixing Applications	17
Dynamic Tensile Mechanical Properties and Fracture Characteristics of Water-Saturated Sandstone under the Freezing Effect	17
Triaxial Discrete Element Simulation of Soil–Rock Mixture with Different Rock Particle Shapes under Rigid and Flexible Loading Modes	17
Noncircular Deterministic and Stochastic Slope Stability Analyses and Design of Simple Geosynthetic-Reinforced Soil Slopes	17
Support Characteristic of a Novel Type of Support in Loess Tunnels Using the Convergence–Confinement Method	17
Liquefaction Resistance of Silty Sand with Ground Rubber Additive	17
Load-Transfer Mechanism of Helical Piles Under Compressive and Impact Loading	17
Rheological Characterization of Fine-Grained Sediments under Steady and Dynamic Conditions	17
Stability of Cracking Deposit Slope Considering Parameter Deterioration Subjected to Rainfall	17
Effectiveness and Sensitivity of Fiber Inclusion on Desiccation Cracking Behavior of Reinforced Clayey Soil	17
Accumulated Plastic Strain Behavior of Granite Residual Soil under Cycle Loading	17
Experimental Investigations on the Mechanical and Microscopic Behavior of Cement-Treated Clay Modified by Nano-MgO and Fibers	16
Estimation of Interface Parameter for One-Dimensional Consolidation with Continuous Drainage Boundary Conditions	16
Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River	16
Undrained Bearing Capacity Factor N c for Ring Foundations in Cohesive Soil	16
Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System	16
Evaluation of Hydraulic Conductivity Functions of Saturated Soft Soils	16
Prediction Model for Normal and Flat Wear of Disc Cutters during TBM Tunneling Process	16
Wedge Movement Effects on the Nonlinear Behavior of an Arch Dam Subjected to Seismic Loading	16
Discontinuous Modeling of Roof Strata Caving in a Mechanized Longwall Mine in Tabas Coal Mine	16
Effects of Rock Properties on the Wear of TBM Disc Cutter: A Case Study of the Yellow River Diversion Project, China	16
Effect of Swell–Shrink Cycles on Volumetric Behavior of Compacted Expansive Clay Stabilized Using Lime	16
Three-Dimensional Stability Analysis of Bank Slopes with Reservoir Drawdown Based on Rigorous Limit Equilibrium Method	16
Phase Field Characterization of Rock Fractures in Brazilian Splitting Test Specimens Containing Voids and Inclusions	16
Consolidation Considering Clogging Effect under Uneven Strain Assumption	16
Fractal Analysis of Mesoscale Failure Evolution and Microstructure Characterization for Sandstone Using DIP, SEM-EDS, and Micro-CT	16
Reliability Analysis of 3D Rockfill Dam Slope Stability Based on the Copula Function	16
Mechanical Response of Granite Residual Soil Subjected to Impact Loading	16
Numerical Investigation of Soil Arching in Dense Sand	15
Study on Refined Back-Analysis Method for Stress Field Based on In Situ and Disturbed Stresses	15
Multiple Nonlinear Regression Models for Predicting Deformation Behavior of Concrete-Face Rockfill Dams	15
Anisotropic Bounding Surface Plasticity Model for Porous Media	15
A Nonlinear Softening Load-Transfer Approach for the Thermomechanical Analysis of Energy Piles	15
Mechanism of Enzyme Stabilization for Expansive Soils Using Mechanical and Microstructural Investigation	15
Real-Time Updated Risk Assessment Model for the Large Deformation of the Soft Rock Tunnel	15
Application of Discrete-Element Numerical Simulation for Calculating the Stability of Dangerous Rock Mass: A Case Study	15
Simulating Subgrade Soil Fluidization Using LBM-DEM Coupling	15
Numerical Investigation of Coupled Effects of Temperature and Confining Pressure on Rock Mechanical Properties in Fractured Rock Mass Using Thermal-Stress-Aperture Coupled Model	15
Breakage and Morphology of Sands in Drained Shearing	15
Seismic Bearing Capacity of Geosynthetic Reinforced Strip Footings Using Upper Bound Limit Analysis	15
Particle Breakage Effect on Compression Behavior of Realistic Granular Assembly	15
Influence of the Cutterhead Configuration and Operation Parameters on the Face Stability of EPB Shield Tunnels in Dry Granular Soils	15
Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel	15
Nonlinear Shear-Strength Reduction Technique for Stability Analysis of Uniform Cohesive Slopes with a General Nonlinear Failure Criterion	15
Failure Mechanism and Bearing Capacity of Rigid Footings Placed on Top of Cohesive Soil Slopes in Spatially Random Soil	14
Behavior of Saturated Remolded Loess Subjected to Coupled Change of the Magnitude and Direction of Principal Stress	14
Impact of Transient Infiltration on the Ultimate Bearing Capacity of Obliquely and Eccentrically Loaded Strip Footings on Partially Saturated Soils	14
Experimental Investigation on the Influence of Thermochemical Effect on the Pore–Water Status in Expansive Soil	14
Lateral Responses of a Model Pile in Biocemented Sand	14
Seismic Stability of the Slope Containing a Laterally Loaded Pile by Finite-Element Limit Analysis	14
Experimental and Theoretical Research on the Anisotropic Deformation and Energy Evolution Characteristics of Shale under Uniaxial Cyclic Loading and Unloading	14
Effects of Grain Size and Moisture Content on the Strength of Geogrid-Reinforced Sand in Direct Shear Mode	14
Brittleness Effect on Acoustic Emission Characteristics of Rocks Based on a New Brittleness Evaluation Index	14
Modified Duncan-Chang Constitutive Model for Modeling Supported Excavations in Granular Soils	14
Evaluation on Deformation Behavior of Granular Base Material during Repeated Load Triaxial Testing by Discrete-Element Method	14
Experimental Investigation of Mechanical Properties of Ballast Contaminated with Wet Sand Materials	14
Active Earth Pressure against Cantilever Retaining Wall Adjacent to Existing Basement Exterior Wall	14
Ultimate Bearing Capacity of Rigid Footing on Two-Layered Soils of Sand–Clay	14
Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits	14
Shaking Table Tests to Evaluate the Seismic Performance of Soil Nailing Stabilized Embankments	14
Effects of Structure on the Compression Behavior of Unsaturated Loess	14
Effect of Soil–Structure Interaction on Seismic Behavior of Mid- and Low-Rise Buildings	14
Earthquake Response of Connected and Unconnected Back-to-Back Geosynthetic-Reinforced Soil Walls	13
Second-Order Reliability-Based Design of Unsaturated Infinite Soil Slopes	13
Experimental and Numerical Investigations on Confined Granular Systems Stabilized by Bacterial Cementation	13
Effect of Contact Areas on Seepage Behavior in Rough Fractures under Normal Stress	13
Micromechanical-Based Shear Strength Equation Considering the Stress-State Effect for Unsaturated Soils	13
Rutting Prediction Model for Semirigid Base Asphalt Pavement Based on Hamburg Wheel Tracking Test	13
Analysis of Rainfall-Caused Seepage into Underlying Bedrock Slope Based on Seepage Deformation Coupling	13
Predicting Pore-Water Pressure in Front of a TBM Using a Deep Learning Approach	13
Performance Evaluation of a Highway Slope on Expansive Soil in Mississippi	13

Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach	13
Effect of Rock-Socketing on Laterally Loaded Piles Installed in the Proximity of Sloping Ground	13
Failure and Deformation Mechanisms of Vertical Plate Anchors Subjected to Lateral Loading in Sand	13
Stochastic Bearing Capacity and Failure Mechanism of Footings Placed Adjacent to Slopes considering the Anisotropic Spatial Variability of the Clay Undrained Strength	13
Postfailure Analysis of Slopes by Random Generalized Interpolation Material Point Method	13
Numerical Simulation of Earthen Embankment Resting on Liquefiable Soil and Remediation Using Stone Columns	13
TBM Tunnel Surrounding Rock Classification Method and Real-Time Identification Model Based on Tunneling Performance	13
Effects of Jet-Grouting Piles on Loess Tunnel Foundation with Centrifugal Model Tests	13
Seismic Performance of Multimegawatt Offshore Wind Turbines in Liquefiable Soil under Horizontal and Vertical Motions	13
Breakage-Dependent Fractional Plasticity Model for Sands	13
Ground Improvement for Transportation Infrastructure: Experimental Investigations on Cyclic Behavior of a Group of Granular Columns	13
Liquefaction Potential Assessment of Soils Using Machine Learning Techniques: A State-of-the-Art Review from 1994–2021	13
DEM Study on Particle Shape Evolution during Crushing of Granular Materials	13
Three-Dimensional Discrete-Element-Method Analysis of Behavior of Geogrid-Reinforced Sand Foundations under Strip Footing	13
Stability Factors F c , F s , an	12
Pore Pressure and Strength Behaviors of Reconstituted Marine Sediments Involving Thermal Effects	12
Nonlinear Dynamic Soil–Foundation–Superstructure Interaction Analysis for a Reactor Building Supported on a Combined Piled–Raft System	12
Large-Deformation Finite-Element Analysis of Square Foundations in Spatially Variable Sediments	12
Compression and Deformation Characteristics of Hydrate-Bearing Sediments under High Effective Confining Pressure	12
Application of the Taguchi Method to Enhance Bearing Capacity in Geotechnical Engineering: Case Studies	12
Experimental Method for Direct Shear Tests of Hard Rock under Both Normal Stress and Lateral Stress	12
Upper-Bound Limit Analysis for Slope Stability Based on Modified Mohr–Coulomb Failure Criterion with Tensile Cutoff	12
Analytical Method for Segmental Tunnel Linings Reinforced by Secondary Lining Considering Interfacial Slippage and Detachment	12
Dynamic Response of Three-Dimensional Midrise Buildings Adjacent to Slope under Seismic Excitation in the Direction Perpendicular to the Slope	12
Field Installation Effects of Stone Columns on Load Settlement Characteristics of Reinforced Soft Ground	12
Effect of Particle Shape on Soil Arching in the Pile-Supported Embankment by 3D Discrete-Element Method Simulation	12
Recycled Aggregate Mixtures for Backfilling Sewer Trenches in Nontrafficable Areas	12
Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors	12
Seismic Analysis of Gravity Dam–Layered Foundation System Subjected to Earthquakes with Arbitrary Incident Angles	12
Effect of Rainfall Infiltration on the Stability of Compacted Embankments	12
Effect of Active Plastic Fine Fraction on Undrained Behavior of Binary Granular Mixtures	12
On the Soil Slope Failure Mechanism Considering the Mutual Effect of Bedrock and Drawdown	12
Experimental Study on Mechanical Behaviors and Fracture Features of Coarse Marble Specimens after Thermal Shock	12
Slip-Line Solution to Earth Pressure of Narrow Backfill against Retaining Walls on Yielding Foundations	12
Stability Evaluation Model of a Tunnel Face Excavated by the Benching Method in a Soft Silty Clay Layer	12
Undrained Bearing Capacity of Two Strip Footings on a Spatially Variable Soil with Linearly Increasing Mean Strength	12
Experimental Investigation on Pullout Behavior of Geosynthetics with Varying Dimension	12
Permeability Characteristics of Porous Rock with Conduits under Stokes–Brinkman–Darcy Coupling Model	12
Quantitative Acoustic Emissions Source Mechanisms Analysis of Soft and Competent Rocks through Micromechanics-Seismicity Coupled Modeling	12
System Reliability Analysis for Seismic Stability of the Soldier Pile Wall Using the Conditional Random Finite-Element Method	12
Numerical Analysis of Laterally Loaded Single Free-Headed Piles within Mechanically Stabilized Earth Walls	12
Shear Strength Behavior of Fiber-Reinforced Soil: Experimental Investigation and Prediction Model	12
New Technique for Ground Vibration Mitigation by Horizontally Buried Hollow Pipes	11
Evaluation of Destress Blasting Effectiveness Using the Seismic Moment Tensor Inversion and Seismic Effect Methods	11
Influence of Temperature and Pore Pressure on Geomechanical Behavior of Methane Hydrate-Bearing Sand	11
A Heuristic Elastoplastic Damage Constitutive Modeling Method for Geomaterials: From Strength Criterion to Analytical Full-Spectrum Stress–Strain Curves	11
Interface Shear Behavior of Cementing Underground Mine Backfill	11
Determination of Critical Slope Face in c – ϕ Soil under Seismic Condition Using Method of Stress Characteristics	11
Experimental Investigation on Loading-Relaxation Behaviors of Shear-Zone Soil	11
Development of a Modeling Method and Parametric Study of Seepage-Induced Erosion in Clayey Gravel	11
Experimental Investigation of the Dynamic Characteristics of Treated Silt Using Lignin: Case Study of Yellow River Flood Basin	11
A Study of the Failure Mechanism of Braced Excavations Using 3D Finite-Element Analysis	11
Analysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity	11
Three-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model	11
Modeling of Compaction Grouting Considering the Soil Unloading Effect	11
Mechanics, Modeling, and Upscaling of Biocemented Soils: A Review of Breakthroughs and Challenges	11
Shear Mechanical Properties of the Interphase between Soil–Rock Mixtures and Benched Bedrock Slope Surfaces	11
Effects of Freeze–Thaw Cycles on Volume Change Behavior and Mechanical Properties of Expansive Clay with Different Degrees of Compaction	11
Microstructure Quantification, Characterization, and Regional Variation in the Ma Lan Loess on the Loess Plateau in China	11
Prediction of Peak Shear Strength of Rock Joints Based on Back-Propagation Neural Network	11
Estimation of Active Earth Pressure Against Rigid Retaining Walls Considering Soil Arching Effects and Intermediate Principal Stress	11
Anisotropic Fracture of Sandstone with Biotreated Cracks	11
Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading	11
An Analytical Solution for 2D Plane Strain Consolidation in Unsaturated Soils with Lateral and Vertical Semipermeable Drainage Boundaries under Time-Dependent Loading	11
Evaluation of Seismic Soil–Structure Interaction of Full-Scale Grouped Helical Piles in Dense Sand	11
Three-Dimensional Modeling of Geogrid Pullout Test Using Finite-Element Method	11
Multiscale Approaches Including ANN and M5P-Tree with SI and OBJ Assessment Tools to Predict the Shear Thinning of Bentonite Drilling Muds Modified with Clay Nanosize at Various Elevated Temperatures	11
Laboratory Study on Diffusion and Migration of Grout in Rock Mass Fracture Network	11
Experimental Research on Strain Transfer Behavior of Fiber-Optic Cable Embedded in Soil Using Distributed Strain Sensing	10
Study on the Anisotropic Shear Strength of Rough Joint via 3D Scanning, 3D Printing, and 3D Discrete-Element Modeling	10
Nonlinear Model for the Stress–Strain–Strength Behavior of Unsaturated Granular Materials	10
Experimental Investigation and Numerical Analyses for Red Sandstone Rock Fragmentation	10
Mechanical Behaviors of Sandy Sediments Bearing Pore-Filling Methane Hydrate under Different Intermediate Principal Stress	10
Analytical Stability Analysis of Rainfall-Infiltrated Slopes Based on the Green–Ampt Model	10
Rock Creep Deformation Triggered by Dynamic Disturbance: Numerical Simulation	10
Response of Inclined Loaded Pile in Layered Foundation Based on Principle of Minimum Potential Energy	10
Nonisothermal Failure Envelopes of Strip Shallow Foundations Resting on Partially Saturated Clay Subjected to Combined Inclined and Eccentric Loadings	10
Numerical and Analytical Study on Axial Ultimate Bearing Capacity of Fixed-Head Energy Piles in Different Soils	10
Stability Analysis of Pressurized 3D Tunnel Face with Tensile Strength Cutoff	10
Excess Pore Water Pressure Induced by Installation of Precast Piles in Soft Clay	10
One-Dimensional Consolidation of Multilayered Soil with Continuous Drainage Boundaries and Under Time-Dependent Loading	10
Determination of Passive Earth Pressure Coefficients for a Sloping Cohesive Backfill under Uniform Surcharge Loading	10
Experimental Investigation on Mass Loss Characteristics of Broken Rocks with Discontinuous Gradation	10
Experimental Investigation of Influence of Air-Boost Pressure and Duration on Air-Boost Vacuum Preloading Consolidation	10
Bimodal Soil–Water Retention Curve and k -Function Model Using Linear Superposition	10
Ultimate Bearing Capacity of Helical Piles as Electric Transmission Tower Foundations in Unsaturated Soils: Analytical, Numerical, and Experimental Investigations	10
Design Method for Wall Deformation and Soil Movement of Excavations with Inclined Retaining Walls in Sand	10
Variation Analysis of Uplift Bearing Characteristics of Strip Anchor Plate in Nonhomogeneous Materials	10
Investigation of Soil Arching under Cyclic Loading Using the Discrete Element Method	10
Stability Analysis of Geosynthetic-Reinforced Shallow Foundations with a Lower-Bound FELA Approach Adopting the Nonassociated Plastic Flow Rule	10
Analytical Solutions for One-Dimensional Large-Strain Nonlinear Consolidation of Soft Soils by Considering a Time-Dependent Drainage Boundary	10
Anisotropic and Noncoaxial Behavior of Soft Marine Clay under Stress Path Considering the Variation of Principal Stress Direction	10
NURBS Surface-Altering Optimization for Identifying Critical Slip Surfaces in 3D Slopes	10
Investigation on the Microscopic Deterioration Characteristics of Anhydrite Rock Exposed to Freeze–Thaw Cycles	10
Bearing Capacity Factors for Rough Conical Footing by Viscoplasticity Finite-Element Analysis	10