“…The V p /V s response is sensitive to changes in saturation (Brantut & David, 2018; Hamada, 2004), since fluid‐filled pores increase the bulk modulus and density of a porous material but not the shear modulus. This effect can be frequency‐dependent (Biot, 1956a, 1956b), resulting in squirt flow (Markova et al., 2014). The V p increase can be dramatic in unconsolidated sands, where V p can rise rapidly from 100s of m/s to ∼1,500 m/s as full saturation is approached (Bachrach & Nur, 1998; Gregory, 1976; Liu & Zhao, 2015; Nur & Simmons, 1969).…”