1. The sample is prepared in the same way as for a triaxial test. Its natural water content and dry density are determined prior to the testing. The length (Lo) and diameter (do) are also measured.
2. Set the sample on the pedestal of the equipment and complete all then ecessary adjustments for applying on axial loads.
3. Apply the axial load at a strain of about 0.5 to 2 % per minute and continue the load till the sample fails OR the deformation reaches 20 % of axial strain.
4. Sketch the failure pattern and measure the angle of failure if possible.
5. Take a small sample of soil from the failure zone for water content determination.