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- W237381617 abstract "In this study, a series of the isotropic compression-expansion tests and the drained triaxial tests were performed on Pocheon granite soil with various the dry densities of , and . Using the tests results the characteristic of the parameters of Lade's single hardening constitutive model were investigated. The soil parameters such as kur and n related to elastic behavior, m and related to failure criterion, c and p related to hardening function and and related to plastic potential show in a positive linear relationship with the dry density. Since the soil parameters h and representing yield function do not change much to relative density and also are closely related to failure criterion, they can be replaced by failure criterion. We also observed that predicted values from the Lade's single hardening constitutive model were well consistent with the observed data." @default.
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- W237381617 date "2011-01-01" @default.
- W237381617 modified "2023-09-24" @default.
- W237381617 title "Characteristics of Soil Parameter for Lade's Single Work-Hardening Constitutive Model with Dry Density of Pocheon Granite Soil" @default.
- W237381617 doi "https://doi.org/10.12814/jkgss.2011.10.4.029" @default.
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