Cyclic Triaxial testing
As my load cell showed an initial value of around 300N, zeroing was done. After zeroing, a negative value (-5 N) is read. Can I proceed with a negative value for further calibration? Or else how to fix this issue? It is given in the manual that we should not proceed with a negative value or tension load.
Soil Mechanics / Geotechnical Equipment Geotechnical Earthquake Engineering & Soil Dynamics
Asked 23/01/2021 12:27, updated: 25/01/2021 10:17