controlled-fillclassii
Filter by:
Source
State or Territory
Back
controlled fill—Class II
Standards
soil rock or other inert material that has been placed at a site in specified layers in controlled fashion to ensure that the resultant material is consistent in character placed and compacted to an average density equivalent to 95% (and no test result below 92%) of the maximum dry density (standard compactive effort) for the material when tested in accordance with AS 1289.5.1.1
For cohesionless soils, material compacted to at least 65% Density Index is satisfactory. Generally the layer thickness is specified as a maximum of 300 mm.
Source - AS 2002: Earth-retaining structures