REDUCED RUTTING IN UNBOUND GRANULAR PAVEMENT LAYERS THROUGH IMPROVED GRADING DESIGN.

Keywords: NOTTINGHAM UNIVERSITY, SWK PAVEMENT ENGINEERING, SCOTT WILSON KIRKPATRICK, PAVEMENTS, LAYERS, GRANULAR, DESIGN, IMPROVED, REDUCED, RUTTING, UNBOUND, EXPERIMENTS, RESISTANCE, COMPACTED, MATERIALS, AGGREGATES, GRADING, SIMULATION, TESTS, DENSITY, TRACK, WHEELS, TRACKING, LOADS, TRIAXIAL, PLATES, LOADING, MECHANICAL, PROPERTIES, STUDIES, DEFORMATION