Details:
- The Three-Cell Saturation approach involves saturating a soil or rock specimen within a triaxial cell to remove entrapped air in the pores. This method utilizes backpressure saturation to bring the sample to a fully saturated state, essential for obtaining reliable shear strength measurements.
- Consist of constant air and water pressure system with separate pressure gauge 0-10 kg/cm2. Least count 0.1 Kg/cm2. fitted with valve with regulator for back pressure and confining pressure. with separate blader for each back pressure and confining pressure. Complete with individual manual Volume Change device.
- Air compressor and Deairing Device to be purchased separately