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Normalized undrained shear strength with the preconsolidation pressure, pc′ is an important index to evaluate the undrained shear strength of saturated clay (2000) studied rate effect on s’y for 9 clays from japan, asia, europe and north america, and reported that the rate effect defined as the increment ratio of s’y for one logarithmic cycle of strain rate is The author’s research group has carried out the soil investigation in several sites in japan as well as other parts of the world, using the japanese standard sampling techniques (tanaka & tanaka 1999

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