Dimensionering van verhardingen met ongebonden funderingslagen

Effects of gradation, composition, and degree of compaction on the mechanical characteristics of recycled unbound materials

Mechanical behavior and performance of granular bases and sub-bases in pavements

Effect of material quality and compaction on the mechanical behaviour of base course materials and pavement performance

Fundamental mechanical behaviour of sand under loading conditions closely simulating those in a pavement under traffic loading 7-01-200-35

Resilient deformation behaviour of coarse grained mix granulate base course materials from testing scaled gradings at smaller specimen sizes

The effect of compaction on the mechanical behaviour of mix granulate base course materials and on pavement performance

Triaxial testing of coarse grained mix granulates at scaled gradings and smaller specimen sizes

The effect of compaction on the mechanical behaviour of mix granulate base course materials and on pavement performance o

Beoordeling van de geschiktheid van een BASALT mengsel als ongebonden wegfunderingsmateriaal

Mechanisch gedrag van hydraulische menggranulaten in het kader van functioneler wegontwerp

Comparison of stiffness moduli of secondary road base materials under laboratory and insitu conditions

The effect of compaction on the mechanical behaviour of mix granulate base course material and on pavement performance

Relatie tussen stijfheidsmoduli van wegfunderingsmaterialen onder laboratorium- en veldomstandigheden