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Double Wall Triaxial Cell

Adapter-set with top and base caps with stainless steel porous plates and hoses for different diameters for saturated tests. The same can be used for unsaturated tests (complete with special HAEV ceramic porous plates for 0.1, 0.3, 0.5, 1.5 MPa).

Double wall internal chamber for highly accurate sample volume change measurements with optimal de-airing conditions, available for various sample diameters.

Double wall stainless steel chamber and an isolating-set for different temperature test conditions.

 

 

 


  • Detailed information will follow soon
  • Detailed information will follow soon
  • 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