“…Cone penetration (CPT) and piezocone tests (CPTU) have been utilized originally for geotechnical and engineering purposes, such as soil characterization and site assessment (Robertson et al ., 1986; Lunne et al ., 1997; Rampello & Callisto, 1998; Schneider et al ., 2008; Lo Presti et al ., 2009; Long & Donohue, 2010; Lorenzo et al ., 2014). Different studies showed their valuable potential for sedimentological analysis and subsurface stratigraphic investigations of unconsolidated, non‐gravel deposits of modern coastal and delta plains worldwide (Schoustra, 1975; Taylor et al ., 1993; Devincenzi et al ., 2003; Lafuerza et al ., 2005; Sarti et al ., 2012; Zhang et al ., 2018; Helfensdorfer et al ., 2020). CPT–CPTU have also been utilized for subsurface reconstructions (Coerts, 1996; Törnqvist et al ., 2000; Hijma et al ., 2009; Amorosi et al ., 2020), geoarchaeological surveys (Bates et al ., 2007; Vos et al ., 2015; Koster, 2016), groundwater remediation (Quinnan et al ., 2010), hydrostratigraphic characterization (Campo et al ., 2020a), hydrogeological investigation (Stegmann et al ., 2011; Gu et al ., 2021) aquifer modelling (Flach et al ., 2005; Gueting et al ., 2015) and estimation of liquefaction hazard (Facciorusso et al ., 2015; Romeo et al ., 2015).…”