REDUCED RUTTING IN UNBOUND GRANULAR PAVEMENT LAYERS THROUGH IMPROVED GRADING DESIGN.
S F Brown, F W K Chan
Abstract
S F Brown, F W K Chan
Abstract
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... Show All
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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... Show All
Key concepts: Rut, Geotechnical engineering, Grading (engineering), Granular material, Materials science, Geology, Engineering, Composite material