Large Diameter Dynamic Triaxial Testing System
The large-scale triaxial testing systems are customized construction systems configured based on the testing requirements of the customer. These systems are used to perform static tests on specimens with large particle sizes, such as dam ballast, railway ballast, and gravels.
The Large Diameter Dynamic Triaxial Testing System can apply up to 1000 kN load with a frequency of up to 50 Hz on samples with a diameter of up to 600 mm. (An ultra-large triaxial system is available on request for sample sizes up to 1000 mm.)
The wide column spacing enables the accommodation of large cells, even with environmental chambers and furnaces. The load frame features a pneumatic sliding system, which allows easy movement of the triaxial cell out of the loading area, making test setup handling easier for the operator.
The powerful multifunctional GEOsys software supports all test procedures, providing easy access to all testing sessions.
- Features
- Specifications
- Software
- Standards
- Applications
- High-stiffness construction and precision-aligned load frame
- Double Acting extremely low friction servo-hydraulic actuator
- Loading system is designed for stress, strain, or position-controlled tests
- Dynamic load up to 1000kN and 50 Hz
- Suitable for samples with diameters up to 600mm
- Sample preparation kits and adaptors for different sample sizes
- Triaxial cells with different pressure range up to 2MPa
- Software including different test modules e.g. Standard Static triaxial tests (CD, CU, and UU), Stress path tests, dynamic tests, etc.
Max Static Load |
1000 kN |
Max Dynamic Load |
800 kN |
Max. Frequency |
20 Hz / 50Hz |
Max. Sample size |
300 mm / 600mm |
Max. Cell Pressure |
Up to 2 MPa |
- Data Acquisition, processing, and device management (DPD) Module
- Saturation Module
- B-value -Test Module
- Consolidation Module (Isotropic or anisotropic)
- Permeability Test Module
- Stress path module: Linear stress paths- p, q or s, t
- Static Shear Stage Module: UU: Unconsolidated Undrained Triaxial Test (Total Stress test)
- Static Shear Stage Module: CU: Consolidated Undrained Triaxial Test with pore pressure measurement (Effective Stress test)
- Static Shear Stage Module:CD: Consolidated Drained Triaxial Test with pore pressure measurement (Effective Stress test)
- Unsaturated Test Module
- K0 Test Module
- Tension (Extension) Test Module
- Dynamic Shear Stage Module :
- Advanced loading Module
- Resilient Modulus Test Module
- Temperature-Controlled Triaxial Testing
- Cyclic Cell / Back Pressure Module
- ASTM D-2850
- ASTM D-2850-03a
- ASTM D-3999-91
- ASTM D-5084
- ASTM D-5311
- ASTM D-7181
- ASTM D-7181-11
- BS 1377-6
- BS 1377-8
- AASHTO T-292
- AASHTO T-294
- AASHTO T-307
- AASHTO T-307-99
- AASHTO TP-46
- CEN ISO/TS 17892-11
- CEN ISO/TS 17892-8
- CEN ISO/TS 17892-9
- AS 1289.6.4.1
- AS 1289.6.4.2
- AS 1289.6.6.1
- JGS 0521
- JGS 0522
- JGS 0523
- JGS 0524
- JGS 0525
- JGS 0526
- JGS 0541
- JGS 0542
Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils
Standard Test Method for Unconsolidated-Undrained Triaxial Compression Test on Cohesive Soils
Standard Test Method for: The Determination of the Modulus and Damping Properties of Soils Using Cyclic Triaxial Apparatus
Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter
Standard Test Method for: Load Controlled Cyclic Triaxial Strength of Soil.
Test Method for Consolidated Drained Triaxial Compression Test for Soils
Method for Consolidated Drained Triaxial Compression Test for Soils
Methods of Test for Soils for Civil Engineering Purposes: Consolidation and Permeability Tests in Hydraulic Cells and with Pore Pressure Measurement
Methods of test for Soils for civil engineering purposes - Part 8: Shear strength tests (effective stress)
Interim Method of Test for Resilient Modulus of Subgrade Soils and Untreated Base/Subbase Materials
(replaced by AASHTO T-307)
Standard Method of Test for Resilient Modulus of Unbound Granular Base/Subbase Materials and Subgrade Soil-SHRP Protocol P46
Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials
Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials
Standard Test Method for Determining the Resilient Modulus of Soils and Aggregate Materials
(replaced by AASHTO T-307)
Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head
Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test
Geotechnical investigation and testing -- Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water-saturated soils
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.
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
Soil strength and consolidation tests-Determination of the one-dimensional consolidation properties of a soil-Standard method.
Method for Unconsolidated-Undrained Triaxial Compression Test on Soils
Method for Consolidated-Undrained Triaxial Compression Test on Soils
Method for Consolidated-Undrained Triaxial Compression Test on Soils with Pore Water Pressure Measurements
Method for Consolidated-Drained Triaxial Compression Test on Soils
Method for K0 Consolidated-Undrained Triaxial Compression Test on Soils with Pore Water Pressure Measurements
Method for K0 Consolidated-Undrained Triaxial Extension Test on Soils with Pore Water Pressure Measurements
Method for Cyclic Undrained Triaxial Test on Soils
Method for Cyclic Triaxial Test to Determine Deformation Properties of Geomaterials
- Detailed information will follow soon