| http://www.w3.org/ns/prov#value | - he special case of an incompressible fluid and incom-pressible particles (Cf= Cs= 0, so that Sp= 0), theundrained compression modulus becomes infinitely large.This corresponds to the notion in early soil mechan-ics that saturated soft soils, such as clays, are initiallyincompressible.It can be concluded that the response of an elastic porousmaterial at the instant of loading can be determined byso
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