Geotech facilities and equipment - School of Civil Engineering - University of Queensland

1. Large Soil Direct Shear and Pull out Testing

300 mm x 300 mm cross-section and 200 mm high
Can apply maximum normal stress of up to 4,000 kPa (for 150 mm specimens)
Suitable for particle sizes up to 37.5 mm

Large Soil Direct Shear and Pull out Testing

Large-Scale Triaxial Testing Next