Geosynthetic-Reinforced Soil Structures for Railways in Japan
Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes
Soil Geosynthetic Interaction: Design Parameters from Experimental and Theoretical Analysis
Geosynthetic Engineering and Vegetation Growth in Soil Reinforcement Applications
Suppression of Soil Dilation—A Reinforcing Mechanism of Soil-Geosynthetic Composites
Finite Element Simulation of Deep Excavation Failures
On the Use of Ballast Inspection Technology For the Management of Track Substructure
Column Supported Embankments with Geosynthetic Encased Columns: Parametric Study
Deformation Characteristics of Granular Materials in Cyclic One-Dimensional Loading Tests
Recent Development of Recycled Asphalt Pavement (RAP) Bases Treated for Roadway Applications
Effect of Electrolyte Lignin and Fly Ash in Stabilizing Black Cotton Soil
The Effect of Geonet Reinforcement on Bearing Capacity of Low-Compacted Soft Clay
Quantifying Traffic- and Temperature-Induced Fatigue Damages of Asphalt Pavement
Global Stability of Bilinear Reinforced Slopes
Centrifuge Modeling for Mechanical Behavior of Liners in Damaged Host Pipes
Development of a Soil Erosion Classification System for Cut and Fill Slopes
Connection Stability Analysis of Segmental Geosynthetic Reinforced Soil (GRS) Walls
Numerical Analysis on Stability of Caisson-Type Breakwaters under Tsunami-Induced Seepage
Relationship Between Missing Ballast and Development of Track Geometry Defects
Application of Fuzzy Logic and Clustering Techniques for Pavement Maintenance
Professor Dov Leshchinsky is the Winner of the 2014 Fumio Tatsuoka Best Paper Award
Rheological Properties of Polypropylene Reinforced Asphalt Binder
Design and Production of Steel Slag Warm Mix Asphalt (SSWMA) Using an Amino-Based Resin
Effects of Surface Explosion on Underground Tunnel and Potential Mitigation Measures
Experimental Study on the Shear Strength of Fine Sand Reinforced by Grouting and Freezing
The 2015 Fumio Tatsuoka Best Paper Award
Axial Behavior of Buried Rehabilitated Pipe in Liquefaction Ground
Erratum to: Rheological Properties of Polypropylene Reinforced Asphalt Binder
Field Study of Capacity Helical Piles in Sand and Silty Clay
A Soil-Cement Formulation for Road Pavement Base and Sub Base Layers: a Case Study
Seismic Behavior of GRS Bridge Abutments with Concrete Block Facing: an Experimental Study
Announcement: the 2016 Fumio Tatsuoka Best Paper Award
Strength Behaviour of Clayey Soil Mixed with Pond Ash, Cement and Randomly Distributed Fibres
Failure Mechanisms of Shallow Tunnel in Sandy Ground
Analysis of Stress-Deformation Behavior of Soil-Geosynthetic Composites in Plane Strain Condition