| Model Number | C001 |
| Surrounding pressure | 0-2MPa ± 0.1kPa LCD display computer control |
| Axial compressive force | 0-10KN, 0-30KN, 0-60KN, 0-100KN (optional) |
| Axial deformation | 0-20mm ± 0.01mm |
| Strain rate | 0.001-4.5mm/min with stepless speed regulation and adjustable settings |
| Specimen size | 39.1mm, 61.8mm, 101mm (Confining pressure cylinder Optional) |
| Stress rate | 10N~30KN/S, adjustable arbitrarily |
| Power supply | 220V 50Hz |
| Product name | Automatic Triaxial Apparatus |
| Lifting stroke | 0-60mm |
| Counter pressure / Pore pressure | 0-2MPa ± 0.1kPa LCD display computer control |
| Control system | Windows data acquisition and processing software, supports networking, compatible with existing computer systems, fully automatic computer control, software acquisition and data processing, exportable data and graphics. |
Accurately control stress state and measure deformation. Simultaneously test soil strain and stress across multi-paths to achieve uniform pressure.
Supports multiple testing modes and is suitable for different types of soil samples.
Able to simulate the stress and strain state of soil in actual engineering conditions effectively.
This triaxial Soil Test device provides a comprehensive method for measuring the shear strength of soil. It typically utilizes 3-4 cylindrical specimens subjected to different constant surrounding pressures to shear until failure. Based on Mohr-Coulomb theory, users can obtain shear strength parameters, triaxial creep, triaxial permeability, lateral compression coefficients, and unconfined compression strength.
The system determines total and effective shear strength parameters for fine-grained and sandy soils. It supports three major test types: UU (Unconsolidated Undrained), CU (Consolidated Undrained), and CD (Consolidated Drained).
The system features automatic control of surrounding pressure during shearing, calculation of tangent modulus, and real-time cyclic control technology to correct axial deformation errors.
K0 Conditions: Generation of pore water pressure dissipation coefficients and percentage under ambient or axial pressure (suitable for cohesive soils with saturation >85%).
Key components include a high-precision controller, specialized software, sensors, and robust pressure systems (confining, back, and pore pressure).