Permanent Deformation (AG Standard only)
The Permanent Deformation Stage consists of an ‘Engage’ schedule, followed by three ‘Stress’ schedules, each involving 10,000 cycles at a stress condition of specified repeated deviator stress and static confining stress.The test will be stopped immediately if the Permanent Vertical Strain exceeds the specified percentage.
Resilient Modulus Initial Conditions (AASHTO Standard)
The Initial Conditions permit the sample type to be setup according to the standards section being followed. This allows for selection of the Subgrade Soil or Base/SubBase, together with the appropriate Material Selection Type.
During Pre-Conditioning, the test may be stopped, if the change in the sample's vertical height is less than a predefined amount for a specified number of cycles. Data logging is fixed at 200 data points per 1 Hz Haversine pulse.
Resilient Modulus Stopping Conditions (AASHTO Standard)
You can specify that the stage is stopped either when the Vertical Deformation ratio exceeds a specified level and/or the Permanent Vertical Strain is greater than a specified percentage. There is an option for the specimen to be sheared to failure if required.