Resonant Column Device
This Resonant Column is a high quality apparatus for measuring the low-shear Strain (less than 0.001%) or elastic modulus and damping properties of materials (e.g. wide variety of soils, rocks, Asphalt, etc) for solid- or hollow cylindrical samples under confined condition. It works based on the theory of wave propagation and used to vibrate the top of the soil specimen The device can work under two different boundary conditions, so called free-free and fix-free conditions, which depends minimum desired strain that operator wants to start RC experiment.
This resonant column is equipped for isotropic and as an option for anisotropic tests. Also this apparatus can be upgraded to perform experiments in unsaturated condition. Several other upgrading options are available on client’s request.
- Features
- Specifications
- Software
- Standards
- Applications
- For solid and hollow samples
- Saturated and unsaturated conditions
- Resonant column cell up to 1000 kPa for sample sizes with a 150 mm diameter and height of 300 mm
- Isotropic and anisotropic (optional) test conditions
- Anisotropic test with Electromechanical actuator to apply load from top of the sample with high capability for vertical deformation.
- True Fixed-Free or Free-Free
- Fix-Free: bottom is completely fix and top is completely free in vibration
- Free-Free: bottom and top are completely free in vibration
Diameter of solid and hollow samples |
38/50/70/100 and 150 mm |
Cell Pressure |
1000 kPa (higher available) |
Torsional frequency |
Up to 2000 Hz |
Applied pore pressure |
Up to 1000 kPa |
Calculation and evaluation:
- Via Lissajous figure
- Via strain/frequency curve
- Strain dependent calculation of shear stiffness (G)
- Calculation of damping (D), (Energy Based Method)
- Shear velocity
- Shear modulus
- Calibration examples
- FFT-Control measured signal (FFT Fast Fourier)
- ASTM D-4015
Standard Test Methods for Modulus and Damping of Soils by Resonant-Column Method
- Detailed information will follow soon