Influences on CPT-Results in a Small Volume Calibration Chamber

The cone penetration test (CPT) is a standard method for determining geotechnical subsoil properties. Different CPTs were performed in a small volume calibration chamber to quantify the influence of soil type, mean effective stress, relative density, boundary condition, dry or wet samples and vibratory CPT on the cone resistance. The results contribute to the interpretation of field and laboratory CPT-results.