This Apparatus is designed for axisymmetric triaxial compression tests of boulders and cobbles in order to observe strength and stiffness properties of such soils
Ultimate vertical load, кN | 500 |
Ultimate pressure in chamber, MPa | 2 |
Displacement rate, mm / min | 0,001-120 |
Maximum vertical displacement, mm | 120 |
Sample size (diameter x height, mm) | 300x600 |