Appendix B 6.1 Principles of Gyratory Compaction
The equipment needed to produce gyratory compacted specimens must conform to AS 2891.2.2.
During gyratory compaction, the asphalt mix is subjected to shearing forces. This is achieved by the application of a constant vertical compressive force to the asphalt confined in a cylindrical mould while the mould is simultaneously rotated about its longitudinal axis through a small angle, inducing shearing and rearrangement of the aggregate particles. The small angle is maintained throughout the compaction process which is terminated when either a set height or a set number of cycles is achieved.
The Gyropac (Figure B 4), which is manufactured by Industrial Process Controls Ltd (IPC), is the type of gyratory compactor most commonly used in Australia. The Servopac (Figure B 5) is also manufactured by IPC Global. It is a more advanced version of gyratory compactor that includes more options and control over the compaction process making it suited to both routine design and research applications. It is also the type of gyratory compactor more commonly used in New Zealand.
Procedures described below refer specifically to the Gyropac although general principles also apply to the Servopac.