Porosity and pore structure are critical parameters in geotechnical engineering which influence the stiffness and permeability of granular materials. Traditional wave-based techniques, such as bender element testing, often require complex equipment, are susceptible to noise, and rely on stiffness-to-density conversions that introduce uncertainties in porosity inference. This study introduces the Concentration Conductivity Measurement (CCM) technique as a novel, non-destructive alternative for porosity and formation factor measurement using electrical conductivity. The CCM technique was validated through calibration tests on various sands and glass beads where a strong correlation was demonstrated with empirical models and literature data. The findings exhibit CCM sensors ability to provide reliable measurements under different material typologies prepared with varying compaction efforts. The method also alleviates the shortcomings of existing techniques. Unlike wave-based methods, CCM requires simpler equipment and is not susceptible to be affected by background noise which makes the method particularly suitable for geotechnical laboratory applications. This study provides a practical and versatile framework for porosity profiling with CCM and it advances the state of the art on granular media characterization. The study also demonstrates the significant potential of the technique for applications in soil mechanics and geotechnical modelling by comparing the findings to the data in the existing literature.

Due to the rapid expansion of the offshore wind industry, wind farms are being developed in areas where glauconite soils are encountered. Of particular interest for the development of windfarms in regions dominated by glauconite sand deposits is the risk associated with the presence of this geomaterial. It is acknowledged that glauconitic soils pose significant challenges during pile installation due to their high susceptibility to particle crushing at relatively low stress levels. This transforms the sand into a low-permeable fine-grained clay-like material, leading to a complex response upon shearing as a result of the change in soil behaviour. In this study, the geotechnical behaviour of a glauconite sand from the Antwerp region in Belgium is investigated by means of a laboratory testing program comprising of index classification tests, compression, direct shear and interface shear strength tests. The laboratory test data are interpreted to improve understanding of the geotechnical properties of this peculiar geomaterial and evaluate its potential implications during pile driving.