Triaxial Cell 1000 bar

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
    Triaxialprüfung

    Standard

    • DIN 18137-2, Issue:1990-12 Building ground, tests and testing equipment; determing the lateral resistance; triaxial test
    • ISRM recommendations
    • if required, the national recommendations can be taken into account

    Accuracy

    • class 1

    Design size 

    • max. confining pressure: 1000 bar

    Options and Accessories

    • specially designed compression test frame for carrying out triaxial strength tests for use with a triaxial cell
    • equipment to facilitate transportion into the test area
    • separately controllable pump aggregate for the hydraulic supply of the
    • compression testing machine / pressure transducer
    • pressure transducer for producing the pore pressure in the triaxial cell so the specimen is continually subjected to flow-through with controlled fluid pressures
    • safety system (confining pressure > pore pressure)
    • tension measuring and controlling equipment for determining the longitudinal and lateral deformation on cylinders
    • ultrasonic test unit
    • tempering equipment to control the temperature inside the cell
    • digital measuring and controlling electronic systemDIGIMAXX® C-30,
    • PROTEUS-software packet "Rock and Earthworks" with GGU evaluation software

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