| Applicability of a CPT-Based Neural Network Solution in Predicting Load-Settlement Responses of Bored Pile |
50 |
| Separation of Elastoviscoplastic Strains of Rock and a Nonlinear Creep Model |
42 |
| Numerical Investigation of Hard Rock Strength and Fracturing under Polyaxial Compression Based on Mogi-Coulomb Failure Criterion |
35 |
| Evaluating Crack Resistance of Asphalt Mixture Based on Essential Fracture Energy and Fracture Toughness |
34 |
| New Method for Assessing Microfracture Stress Sensitivity in Tight Sandstone Reservoirs Based on Acoustic Experiments |
23 |
| Full 3D Displacement Measuring System for 3D Displacement Field of Soil around a Laterally Loaded Pile in Transparent Soil |
22 |
| Explicit Discontinuous Deformation Analysis Method with Lumped Mass Matrix for Highly Discrete Block System |
21 |
| Evolution of Particle Breakage for Calcareous Sands during Ring Shear Tests |
19 |
| Accumulated Permanent Axial Strain of a Subgrade Fill under Cyclic High-Speed Railway Loading |
17 |
| Strata Behaviors and Rock Burst-Inducing Mechanism under the Coupling Effect of a Hard, Thick Stratum and a Normal Fault |
16 |
| Numerical Estimation of Suitable Gob-Side Filling Wall Width in a Highly Gassy Longwall Mining Panel |
15 |
| Behavior and Modeling of Fiber-Reinforced Clay under Triaxial Compression by Combining the Superposition Method with the Energy-Based Homogenization Technique |
15 |
| Shear Behavior of Rough Rock Joints Reinforced by Bolts |
14 |
| Elastoplastic Coupling Solution of Circular Openings in Strain-Softening Rock Mass Considering Pressure-Dependent Effect |
12 |
| Progressive Internal Erosion in a Gap-Graded Internally Unstable Soil: Mechanical and Geometrical Effects |
12 |
| Three-Dimensional Response of Neighboring Buildings Sitting on Pile Foundations to Seismic Pounding |
12 |
| Review of the Relationships between Crack Initiation Stress, Mode I Fracture Toughness and Tensile Strength of Geo-Materials |
11 |
| Prediction of Resilient Modulus of Compacted Cohesive Soils in South China |
11 |
| Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays |
11 |
| Numerical Analysis of Fiber-Reinforced Soils Based on the Equivalent Additional Stress Concept |
11 |
| Longwall Mining-Induced Damage and Fractures: Field Measurements and Simulation Using FDM and DEM Coupled Method |
10 |
| Anisotropic Permeability of Coal Subjected to Cyclic Loading and Unloading |
10 |
| Evaluation and Analysis of the Traffic Load-Induced Settlement of Roads on Soft Subsoils with Low Embankments |
10 |
| High Frequency Acoustic Emissions Observed during Model Pile Penetration in Sand and Implications for Particle Breakage Behavior |
9 |
| Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay |
9 |
| Influence of Asperity Morphology on Failure Characteristics and Shear Strength Properties of Rock Joints under Direct Shear Tests |
9 |
| Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method |
9 |
| Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion |
9 |
| Instability of Particulate Assemblies under Constant Shear Drained Stress Path: DEM Approach |
8 |
| Simple Method to Predict Settlement of Composite Foundation under Embankment |
8 |
| System Reliability Analysis of Soil Slopes Using an Advanced Kriging Metamodel and Quasi-Monte Carlo Simulation |
8 |
| Uplift Failure Mechanisms of Pipes Buried in Dense Sand |
8 |
| Factor of Safety of Geosynthetic-Reinforced Slope in Unsaturated Soils |
8 |
| Influence of Raised Groundwater Level on the Stability of Unsaturated Soil Slopes |
8 |
| Sustainable Improvement of Clays Using Low-Carbon Nontraditional Additive |
8 |
| Impact of Plastic Compression on the Small Strain Shear Modulus of Unsaturated Silts |
8 |
| Prediction of Bearing Capacity of Geogrid-Reinforced Stone Columns Using Support Vector Regression |
8 |
| Multiscale Approach for Mechanical Characterization of Organic-Rich Shale and Its Application |
8 |
| Smoothed Particle Finite-Element Method for Large-Deformation Problems in Geomechanics |
7 |
| Novel SPH SIMSAND-Based Approach for Modeling of Granular Collapse |
7 |
| Modeling the Impact of a Falling Rock Cluster on Rigid Structures |
7 |
| Constitutive Modeling for Overconsolidated Clays Based on Disturbed State Concept. I: Theory |
7 |
| Particle Breakage of Rockfill Material during Triaxial Tests under Complex Stress Paths |
7 |
| Soil Reinforcement with Geosynthetic for Localized Subsidence Problems: Experimental and Analytical Analysis |
7 |
| Simulation of Fluid Flow in Fractured Rocks Based on the Discrete Fracture Network Model Optimized by Measured Information |
7 |
| Experimental Study on Mechanical Properties and Anchorage Performances of Rock Mass in the Fault Fracture Zone |
7 |
| Rock Burst Analysis Using DDA Numerical Simulation |
7 |
| Particle Breakage and the Undrained Shear Behavior of Sands |
7 |
| Behavior of Twin Tunnels under Different Physical Conditions |
7 |
| Evolution of Soil Arching: 2D Analytical Models |
7 |
