A general biphasic poroelastic formulation at finite strains with intrinsic
compressibility of phases, whose governing equations are inferred on account of a leastaction
variational principle, has been recently proposed (TMCPM). Hereby, a theoretical,
analytical, and numerical assessment is presented on the capability of linearized TMCPM
to recover, in the limit of vanishing porosity, a traditional single phase continuum model
