Permanent Deformation Prediction Model of Unbound Granular Materials for Flexible Pavement Design
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00068-1
Characteristics of Geosynthetic Reinforced Soil (GRS) Walls: an Overview of Field-Scale Experiments and Analytical Studies
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00074-X
Seismic Soil Structure Interaction for Integral Abutment Bridges: a Review
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00081-y
Assessment of the Load–Deformation Behaviour of Rubber Fibre–Reinforced Cemented Clayey Soil
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00073-Y
The Effect of Cyclic Load Characteristics on Unbound Granular Materials
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00070-1
Performance of Multi-Helix Pile Embedded in Organic Soil Under Pull-out Load
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00069-0
A Study on Moisture Susceptibility of Foamed Bitumen Mix Containing Reclaimed Asphalt Pavement
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00072-Z
Probabilistic Approach for Development of Track Geometry Defects as a Function of Ground Penetrating Radar Measurements
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-0066-X
Performance Evaluation of Bituminous Paving Mixes Containing Sisal Fiber as an Additive
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00079-6
Modelling and Analysis of Rails on Viscoelastic Foundation Under a Moving Load
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00082-X
Investigation of the Correlation Between Track Geometry Defect Occurrence and Wood Tie Condition
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00077-8
Correction to: Assessment of the Load–Deformation Behaviour of Rubber Fibre–Reinforced Cemented Clayey Soil
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00075-W
A Numerical Investigation of the Effect of Isotropic Spatially Variable Tensile Strength on Slope Stability
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/s40515-019-00080-z
A New Approach in Equivalent Spring-Dashpot Method for Seismic Soil-Structure Interaction Analysis of Long Bridges Including Non-uniform Excitations
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-019-00076-9
Evaluating the Applicability of Geocell-Reinforced Dredged Sand Using Plate and Wheel Load Testing
来源期刊:Transportation Infrastructure GeotechnologyDOI:10.1007/S40515-018-00067-2