The available sand for the soil replacement underneath a breakwater is mixed with shells, with variable shell contents ranging up to 50%. Based on experience, the substituted sand in the foundation has to be compacted by vibrocompaction. Data from literature is not...
The Panda 2®, developed by Roland Gourvès in 1991, is a lightweight dynamic cone penetrometer. It provides the dynamic cone resistance (qd) and depth in real time with a high sampling frequency. Nevertheless it cannot take soil samples so the penetration test is...
Part of Application of Statistical Techniques – Prof Mark Jaksa – University of Adelaide – 5th International Conference of Geotechnical and Geophysical Site Characterisation ISC5 Australia 2016