Stabilisation may be defined as a process by which the intrinsic properties of a pavement material are altered by the addition of a stabilisation binder to meet performance expectations in its operating, geological and climatic environment. Part 4L of the Guide to Pavement technology describes the types binders most commonly used in the manufacture of stabilised pavement materials either by in situ construction practices or plant-mixed operations. the types of binders described are; lime, cement, cementicious pozzolans, bitumen, chemical and synthetic polymers. information on the selection of the most appropriate binder type and quantity required for stabilization of a particular material may be found in the Austroads Guide to Pavement Technology: part 4D-Stabilised materials.

LOKASI: Lemari Referensi
RF.7