especially suited for big specimens, as the hydraulically adjustable cross head allows an easy adjustment of test area height. Compression tests on building materials: concrete cubes and cylinders, wall elements, stones and elements made of unreinforced concrete or lightweight concrete, bricks, sand-lime bricks and elements, ceramic clinker bricks, aerated concrete blocks, hollow blocks.
Triaxial apparatus for testing rock samples under pressure and temperature conditions from depths up to 5 km, simulation of drilling processes with a permanently adaptable drilling drive, suitable for the application of drilling, stimulation and pore fluids in rock under pressure.
For triaxial stress-strain experiments on cylindrical specimens: triaxial multistage tests to examine the post-failure reaction, stabilization or a stepwise increase of the confining pressure is possible. The increase of axial stress is force-displacement controlled or strain-controlled. For: cylindrical rock and soil cores with a length/diameter-ratio of 2:1
For triaxial stress-strain experiments on cylindrical specimens: triaxial multistage tests to examine the post-failure reaction, stabilizing or intermittently increasing the surface pressure is possible. The rise in the axial tension takes the path of force or is expansion-controlled. For: cylindrical rock and soil cores with a length/diameter ratio of 2:1
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