Thermal Triaxial Cell (High/Low Temperature)

These segmented temperature chambers consist of a closed-loop heating and/or cooling aggregate with a high precision digital controller.

Suitable for all Wille Geotechnik® high pressure standard or high pressure triaxial cells, consolidation cells as well as other applications and pressure vessels. Additional temperature sensor for local closed-loop control of fluid temperature inside pressure vessels or triaxial cells. Software modules for fully automatic PC temperature control.

 

 

 

 


  • Detailed information will follow soon

Temperature control

+/- 0.1 or +/- 0.2 °C

Temperature ranges

from -70 °C up to +300 °C
or customized ranges

  • Not available
  • Not available
  • ASTM D-2850
  • Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils

  • ASTM D-2850-03a
  • Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils

  • ASTM D-3999-91
  • Standard Test Method for: The Determination of the Modulus and Damping Properties of Soils Using Cyclic Triaxial Apparatus

  • ASTM D-4767
  • Standard Test Method for: Consolidated Undrained Triaxial Compression Test for Cohesive Soils.

  • ASTM D-5084
  • Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter

  • ASTM D-5311
  • Standard Test Method for: Load Controlled Cyclic Triaxial Strength of Soil.

  • ASTM D-7181
  • Test Method for Consolidated Drained Triaxial Compression Test for Soils

  • BS 1377-6
  • Methods of Test for Soils for Civil Engineering Purposes: Consolidation and Permeability Tests in Hydraulic Cells and with Pore Pressure Measurement

  • BS 1377-7
  • Methods of test for Soils for civil engineering purposes - Part 7: Shear strength tests (total stress)

  • BS 1377-8
  • Methods of test for Soils for civil engineering purposes - Part 8: Shear strength tests (effective stress)

  • AASHTO T-307
  • Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials

  • AASHTO T-307-99
  • Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials

  • AASHTO TP-46
  • Standard Test Method for Determining the Resilient Modulus of Soils and Aggregate Materials

    (replaced by AASHTO T-307)

  • CEN ISO/TS 17892-11
  • Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head

  • CEN ISO/TS 17892-8
  • Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test

  • CEN ISO/TS 17892-9
  • Geotechnical investigation and testing -- Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water-saturated soils

  • AS 1289.6.4.1
  • Soil strength and consolidation tests- Determination of compressive strength of a soil-Compressive strength of a specimen tested in undrained triaxial compression without measurement of pore water pressure.

  • AS 1289.6.4.2
  • Soil strength and consolidation tests-Determination of compressive strength of a soil-Compressive strength of a saturated specimen tested in undrained triaxial compression with measurement of pore water pressure

  • AS 1289.6.6.1
  • Soil strength and consolidation tests-Determination of the one-dimensional consolidation properties of a soil-Standard method.

  • JGS 0412
  • Test Method for one-dimensional consolidation Properties of Soils using constant rate of strain loading

  • JGS 0521
  • Method for Unconsolidated-Undrained Triaxial Compression Test on Soils

  • JGS 0522
  • Method for Consolidated-Undrained Triaxial Compression Test on Soils

  • JGS 0523
  • Method for Consolidated-Undrained Triaxial Compression Test on Soils with Pore Water Pressure Measurements

  • JGS 0524
  • Method for Consolidated-Drained Triaxial Compression Test on Soils

  • JGS 0541
  • Method for Cyclic Undrained Triaxial Test on Soils

  • JGS 0542
  • Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials

  • Detailed information will follow soon
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