Single lever consolidation Miriam (Light)

For soil compression test, determination of soil deformation and pore pressure or the pressure ratio and the relationship between deformation and time, for the purpose of calculating unit soil subsidence, compression coefficient, compression index, rebound index, compression modulus, solid knot coefficient.

Main technical parameters

1.Grading load: 12.5kPa - 400kPa

2. Leverage ratio: 1:20

3. Sample area: 30cm2 x 2cm (H), 50cm2 x 2cm (H)

4. Instrument Size: 500 x 170 x 380mm (L x W x H)