Static Large Diameter Triaxial Testing Device
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 loading frame is servo-hydraulic and can apply up to 1000 kN load 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 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
- Static load up to 1000kN
- Suitable for samples with diameters up to 600mm
- Sample preparation kits and adaptors for different sample sizes
- Triaxial cells with different pressure ranges up to 4MPa
- Software including different test modules e.g. Standard Static triaxial tests (CD, CU, and UU), Stress path tests, dynamic tests, etc.
|
Max Static Load |
Up to 1000 kN |
| Sample Sizes | 300mm / 500 mm |
|
Max. Working Pressure |
Up to 2 MPa |
|
Max. Sample height |
1000mm |
|
Piston Stroke |
Up to 200 mm |
|
Force Accuracy |
0.1% F.S |
|
Frame Stiffness |
1500 kN/mm |
- 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
- 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
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
- Detailed information will follow soon
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