| Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands |
50 |
| Dewatering-Induced Building Settlement around a Deep Excavation in Soft Deposit in Tianjin, China |
23 |
| Effects of Interface Roughness, Particle Geometry, and Gradation on the Sand-Steel Interface Friction Angle |
18 |
| Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber-Reinforced Biocemented Sand |
18 |
| Effect of Sleeper Interventions on Railway Track Performance |
17 |
| Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments |
16 |
| Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive |
16 |
| Effect of Particle Shape on Strength and Stiffness of Biocemented Glass Beads |
15 |
| Baseline Investigation on Enzyme-Induced Calcium Carbonate Precipitation |
15 |
| CPT-Based Probabilistic Characterization of Three-Dimensional Spatial Variability Using MLE |
15 |
| Durability, Strength, and Stiffness of Green Stabilized Sand |
15 |
| Influence of Particle Morphology on the Friction and Dilatancy of Sand |
15 |
| Influence of Under Sleeper Pads on Ballast Behavior Under Cyclic Loading: Experimental and Numerical Studies |
13 |
| Unified Approach toward Evaluating Bearing Capacity of Shallow Foundations near Slopes |
12 |
| Acoustic Emission and Force Drop in Grain Crushing of Carbonate Sands |
12 |
| Long-Term Performance of Pile-Supported Ballastless Track-Bed at Various Water Levels |
12 |
| Short-Term Hydraulic Conductivity and Consolidation Properties of Soil-Bentonite Backfills Exposed to CCR-Impacted Groundwater |
11 |
| Centrifuge Modeling Study of the Response of Piled Structures to Tunneling |
11 |
| Effect of Rubber Crumbs on the Cyclic Behavior of Steel Furnace Slag and Coal Wash Mixtures |
11 |
| Axial and Radial Thermal Responses of a Field-Scale Energy Pile under Monotonic and Cyclic Temperature Changes |
11 |
| Is Basal Reinforcement Essential for Long and Narrow Subway Excavation Bottoming Out in Shanghai Soft Clay? |
11 |
| Soil Sorptive Potential: Concept, Theory, and Verification |
10 |
| Characteristic Behavior of Drained and Undrained Triaxial Compression Tests: DEM Study |
10 |
| Gradation-Dependent Thermal Conductivity of Sands |
10 |
| Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils |
10 |
| Stimulation of Native Microorganisms for Biocementation in Samples Recovered from Field-Scale Treatment Depths |
10 |
| Study of Critical Hydraulic Gradients for Seepage-Induced Failures in Granular Soils |
10 |
| Cyclic Load-Transfer Approach for the Analysis of Energy Piles |
10 |
| Efficiency of Open and Infill Trenches in Mitigating Ground-Borne Vibrations |
10 |
| Numerical Simulation of Deformation and Failure Behavior of Geosynthetic Reinforced Soil Bridge Abutments |
9 |
| Undrained Monotonic Shear Response of MICP-Treated Silty Sands |
9 |
| Permanent Deformation of Track-Bed Materials at Various Inclusion Contents under Large Number of Loading Cycles |
9 |
| Effects of Cyclic Intermediate Principal Stress on the Deformation of Saturated Clay |
9 |
| Stiffness Degradation and Plastic Strain Accumulation of Clay under Cyclic Load with Principal Stress Rotation and Deviatoric Stress Variation |
9 |
| Site Response in a Layered Liquefiable Deposit: Evaluation of Different Numerical Tools and Methodologies with Centrifuge Experimental Results |
9 |
| Undrained Behavior of Silty Sand and the Role of Isotropic and K0 Consolidation |
8 |
| Biochar-Amended Soil Cover for Microbial Methane Oxidation: Effect of Biochar Amendment Ratio and Cover Profile |
8 |
| Addressing Clay Mineralogy Effects on Performance of Chemically Stabilized Expansive Soils Subjected to Seasonal Wetting and Drying |
8 |
| Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading |
8 |
| Influence of Microbe and Enzyme-Induced Treatments on Cemented Sand Shear Response |
8 |
| Evaluation of Seismic Slope Displacements Based on Fully Coupled Sliding Mass Analysis and NGA-West2 Database |
8 |
| Microstructural Effects on Mechanical Properties of Shaly Sandstone |
8 |
| Application of the Simplified Stiffness Method to Design of Reinforced Soil Walls |
8 |
| Reliability-Based Internal Limit State Analysis and Design of Soil Nails Using Different Load and Resistance Models |
7 |
| Three-Dimensional Slope Stability Analysis of Convex Turning Corners |
7 |
| Role of Nonequilibrium Water Vapor Diffusion in Thermal Energy Storage Systems in the Vadose Zone |
7 |
| Elastoplastic Solutions to Predict Tunneling-Induced Load Redistribution and Deformation of Surface Structures |
7 |
| Centrifuge and Real-Time Hybrid Testing of Tunneling beneath Piles and Piled Buildings |
7 |
| Calibration of Resistance Factors for Load and Resistance Factor Design of Internal Limit States of Soil Nail Walls |
7 |
| Hydraulic Conductivity of Geosynthetic Clay Liners with Sodium Bentonite to Coal Combustion Product Leachates |
7 |
