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