| Internal Morphology of Cracking of Two 3-D Pre-Existing Cross-Embedded Flaws under Uniaxial Compression |
10 |
| Fatigue Characteristics of Coal Specimens under Cyclic Uniaxial Loading |
7 |
| Swell-Shrink-Consolidation Behavior of Rubber-Reinforced Expansive Soils |
6 |
| A Review on Soil-Water Retention Scaling in Centrifuge Modeling of Unsaturated Sands |
6 |
| Experimental Investigation into the Influence of Roundness and Sphericity on the Undrained Shear Response of Silty Sand Soils |
6 |
| Boundary Effects in the Desiccation of Soil Layers with Controlled Environmental Conditions |
6 |
| Postpeak Deformability Parameters of Localized and Nonlocalized Damage Zones of Rocks under Cyclic Loading |
5 |
| Large-Scale Combination Direct Shear/Simple Shear Device for Tire-Derived Aggregate |
5 |
| Determining the Geotechnical Characteristics of Some Sedimentary Rocks from Iran with an Emphasis on the Correlations between Physical, Index, and Mechanical Properties |
5 |
| Moisture Effects on the Undrained Dynamic Behavior of Calcareous Sand at High Strain Rates |
4 |
| New Generation of Hoek Cells |
4 |
| Shallow-Layer p-y Relationships for Micropiles Embedded in Saturated Medium Dense Sand Using Quasi-Static Test |
4 |
| A New Laboratory Short Encapsulation Pull Test for Investigating Load Transfer Behavior of Fully Grouted Cable Bolts |
4 |
| A New Physical Model for Studying Flow Direction and Other Influencing Parameters on the Internal Erosion of Soils |
4 |
| Experimental Research on Rock Energy Evolution under Uniaxial Cyclic Loading and Unloading Compression |
4 |
| Influence of Temperature on the Volume Change Behavior of Saturated Sand |
4 |
| The Flow Index of Clays and Its Relationship with Some Basic Geotechnical Properties |
4 |
| A Direct-Push Crosshole (DPCH) Test Method for the In Situ Evaluation of High-Resolution P- and S-Wave Velocities |
4 |
| Measurement of Temperature-Dependent Bound Water in Clays |
3 |
| Element Nail Pullout Tests for Prediction of Soil Nail Pullout Resistance in Expansive Clays |
3 |
| An Improved Rotating Soak Method for MICP-Treated Fine Sand in Specimen Preparation |
3 |
| Damage Evolution and Failure Behavior of Sandstone under True Triaxial Compression |
3 |
| Direct Tensile Test on Brittle Rocks with the Newly Developed Centering Apparatus |
3 |
| Creep Behavior and Long-Term Strength Characteristics of Greenschist Under Different Confining Pressures |
3 |
| A Photographic Method for Measuring Soil Deformations during Internal Erosion under Triaxial Stress Conditions |
3 |
| A Simple Measurement of Membrane Penetration in Gravel Triaxial Tests Based on Eliminating Soil Skeleton Plastic Deformation with Cyclic Confining Pressure Loading |
3 |
| Development of a Large-Size Cyclic Direct Simple Shear Device for Characterization of Ground Materials with Oversized Particles |
3 |
| Application of Ground Penetrating Radar (GPR) to Detect Joints in Organic Soft Rock |
3 |
| Experimental Study of Factors Controlling Tilt-Test Results Performed on Saw-Cut Rock Joints |
2 |
| The Loading Test on the Singe Pile with Pile Cap in Transparent Soil Model |
2 |
| Experimental Study on Uplift Behavior of Group Anchors in Sand |
2 |
| Model Test Study on Spatial Deformation Law of Surrounding Rock for Super-Large Section and Shallow Buried Tunnels |
2 |
| Analysis of Energy Properties and Failure Modes of Heat-Treated Granite in Dynamic Splitting Test |
2 |
| Shearing Performance of Natural Matched Joints with Different Wall Strengths under Direct Shearing Tests |
2 |
| A New Isotropic Specimen Preparation Method from Slurry for both Saturated and Unsaturated Triaxial Testing of a Low-Plasticity Silt |
2 |
| A Framework for Interpretation of the Compressibility Behavior of Soils |
2 |
| Shaking Table Test of a Half-Scale Geosynthetic-Reinforced Soil Bridge Abutment |
2 |
| Measuring Foliation Tensile Strength of Metamorphic Rock by Using Pull-Off Test |
2 |
| Experimental Investigation and Assessment of Internal Stability of Granular Filters under One-Dimensional Static and Cyclic Loading |
2 |
| Experimental Investigation on Soil Deformation Caused by Pile Buckling in Transparent Media |
2 |
| Determination of Minimum Void Ratio of Crushed Rock Sand Using a Vibrating Table Test |
2 |
| Experimental Study on Mechanical and Energy Properties of Granite under Dynamic Triaxial Condition |
2 |
| Considerations on the Experimental Calibration of the Fall Cone Test |
2 |
| Development of a Rigid Full-Contact Mold for Preparing Biobeams through Microbial-Induced Calcite Precipitation |
2 |
| An Automated Large-Scale Apparatus for 3-D Cyclic Testing of Soil-Structure Interfaces |
2 |
| Characterization of Self-Weight Consolidation of Fine-Grained Mine Tailings Using Moisture Sensors |
2 |
| Recent Improvements in the Use, Interpretation, and Applications of DMT and SDMT in Practice |
2 |
| Monitoring Ground Improvement Using the Seismic Dilatometer in Christchurch, New Zealand |
2 |
| A Combination Method for Testing the Mechanical Properties of Ultra-Soft Fine-Grained Soils |
2 |
| Application of Digital Image Correlation Technique for Measurement of Tensile Elastic Constants in Brazilian Tests on a Bi-Modular Crystalline Rock |
2 |
