Utilization of Depolymerized Recycled Polyethylene Terephthalate in Improving Poorly Graded Soil
Transportation infrastructure geotechnology
The Role of Water in Unbound Granular Pavement Layers: a Review
The Effect of Geonet Reinforcement on Bearing Capacity of Low-Compacted Soft Clay
The Effect of Cyclic Load Characteristics on Unbound Granular Materials
The 2015 Fumio Tatsuoka Best Paper Award
Temporal Variation of Ground-Borne Vibrations in Ballasted High-Speed Railway Embankments
Suppression of Soil Dilation—A Reinforcing Mechanism of Soil-Geosynthetic Composites
Strength Behaviour of Clayey Soil Mixed with Pond Ash, Cement and Randomly Distributed Fibres
Soil Geosynthetic Interaction: Design Parameters from Experimental and Theoretical Analysis
Seismic Soil Structure Interaction for Integral Abutment Bridges: a Review
Seismic Behavior of GRS Bridge Abutments with Concrete Block Facing: an Experimental Study
Rheological Properties of Polypropylene Reinforced Asphalt Binder
Relationship Between Missing Ballast and Development of Track Geometry Defects
Recent Development of Recycled Asphalt Pavement (RAP) Bases Treated for Roadway Applications
Quantifying Traffic- and Temperature-Induced Fatigue Damages of Asphalt Pavement
Professor Dov Leshchinsky is the Winner of the 2014 Fumio Tatsuoka Best Paper Award
Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design
Performance of Multi-Helix Pile Embedded in Organic Soil Under Pull-out Load
Performance Evaluation of Bituminous Paving Mixes Containing Sisal Fiber as an Additive
On the Use of Ballast Inspection Technology For the Management of Track Substructure
Numerical Investigation of Dynamic Load Amplification in Buried Culverts
Numerical Analysis on Stability of Caisson-Type Breakwaters under Tsunami-Induced Seepage
Modelling and Analysis of Rails on Viscoelastic Foundation Under a Moving Load
Load Transfer of Drilled Shafts: Modeling and Simulating for Probability Analysis
Limit Equilibrium Stability Analysis of Layered Slopes: a Generalized Approach
Laboratory Evaluation of Inter-layer Bond Strength Between Bituminous Paving Layers
Investigation of the Correlation Between Track Geometry Defect Occurrence and Wood Tie Condition
Influence of Rib Stiffness and Limited Long-Term Junction Strength on Geogrid Performance
Influence of Backfill Soil Saturation on the Structural Response of Buried Pipes
Impact of Rainfall Variation on Slope Made of Expansive Yazoo Clay Soil in Mississippi
Global Stability of Bilinear Reinforced Slopes
Geotechnical Properties of Rubber Reinforced Cemented Clayey Soil
Geotechnical Investigations for Evaluating the Performance of the Misaligned MSE Wall: a Case Study
Geosynthetic-Reinforced Soil Structures for Railways in Japan
Geosynthetic Engineering and Vegetation Growth in Soil Reinforcement Applications
Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes
Fluid Coupled-DEM Simulation of Lateral Loading Experiment for Buried Pipe in Saturated Sand