Axial loading: Using servo motors or hydraulic systems to achieve static loading (stress/strain control) and dynamic excitation (sine wave, random wave).
Confining system: Apply constant/variable confining pressure (0-2 MPa, adjustable) through air pressure or hydraulic pressure to simulate the stress state of soil at different depths.
Reverse pressure system (optional): Used for B-value detection and pore water pressure control of saturated soil samples.
Drive device: Electromagnetic or mechanical exciter that generates controllable frequency torsional vibration (usually 0.1-200 Hz).
Torque sensor: measures input torque.
Accelerometer/displacement sensor: monitors the vibration response at the top of the soil sample.
Pore pressure: Pore water pressure sensor for saturation testing.
Dynamic signal analyzer: Real time acquisition of vibration frequency, amplitude, phase difference, calculation of G and λ.
Control software: Automatically adjust the excitation frequency to resonance state, generate G - γ (shear modulus shear strain) and λ - γ curves.
Applicable Standards: ASTM D4015 (Resonance Column Test Standard) & GB/T 50123 (Standard for Soil Test Methods).
The Soil Resonant Column Apparatus experiment is suitable for saturated sand, silt, and clay. It requires preparing three or more samples with the same properties and conducting the test under different ambient pressures (typically 100, 200, 300, and 400KPa).
1. Torque: Powerful 0-50Nm, accuracy 0.01Nm
2. Pore pressure: 0-1MPa
3. Confining pressure: Set arbitrarily from 0 to 1MPa
4. Vibration frequency: 0-10Hz
5. Amplitude: 0.08-1.2mm
6. Data Handling: Real time collection, display, and export
7. Sample size: Φ 50 × 100mm