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- W2387927053 abstract "A series of unconsolidated-undrained(UU) triaxial tests are performed in order to examine the effect of strain rate and confining pressure on strength and stress-strain behavior of reconstituted saturated clays.Strain rate is controlled to vary between 0.015 %/min and 3.75 %/min.It is found by comparing the experimental data that strength and stress-strain behavior are mainly affected by strain rate,however,they are almost independent on confining pressure.Undrained shear strength of the saturated clay increases with increase of strain rate;and the increase of 70 % of strength may be attained.An empirical correlation between strength and strain rate is proposed after a given normalization.Furthermore,the hyperbolic constitutive model of nonlinearity is recommended in order to take the effect of strain rate on the stress-strain relation into consideration;and the experimentally-based procedure for defining the parameters in the hyperbolic model is given.The model is verified through test data in the monotonic triaxial and torsional shear tests." @default.
- W2387927053 created "2016-06-24" @default.
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- W2387927053 date "2008-01-01" @default.
- W2387927053 modified "2023-09-24" @default.
- W2387927053 title "Study on undrained shear behavior and hyperbolic stress-strain relationship of saturated clays" @default.
- W2387927053 hasPublicationYear "2008" @default.
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