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The GDS load frame-based triaxial testing system with BENDER Elements* and LVDT** measuring capability

Defining the parameters of the strength and stiffness of soil respectively the following standards - LVS CEN ISO/TS 17892-8:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test”; LVS CEN ISO/TS 17892-9:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water satured soils” *BENDER ELEMENTS measures the velocity of transverse and longitudal waves moving in the sample, defining the shear modulus G0, that characterizes the stiffness of the soil. **The GDS LVDT Local Strain Transducers provide on-sample small strain measurements of axial and radial strain.

Contacts and Location

Description

Defining the parameters of the strength and stiffness of soil respectively the following standards - LVS CEN ISO/TS 17892-8:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test”; LVS CEN ISO/TS 17892-9:2005 “Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water satured soils”

  • BENDER ELEMENTS measures the velocity of transverse and longitudal waves moving in the sample, defining the shear modulus G0, that characterizes the stiffness of the soil.
  • The GDS LVDT Local Strain Transducers provide on-sample small strain measurements of axial and radial strain.

Specification

  • Connectivity ADV (RS232 OR IEEE), STD (USB), EL (USB)
  • Data reception 16 Bit
  • Load limit (kN9 50kN
  • Pressure limit 4MPa
  • Sample sizes 50mm 70mm 100mm diameter

Service fields

measurement -
testing -
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