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• W2765528774 startingPage "1110" @default.
• W2765528774 abstract "Characterization of nonlinear hysteretic responses plays a significant role in predicting soil behaviors. They are mostly described with either simple empirical functions or complex constitutive models. However, the input parameters lack both a physical basis and robustness, and the use of these models is limited to some typical soils. Therefore, there is a need for a simple but robust model that uses only a small number of physically meaningful parameters. This study proposes explicit formulas to capture different nonlinear hysteretic soil responses, including a constitutive model, backbone curve, tangent shear modulus, secant shear modulus, and damping ratio. In particular, the Davidenkov model, with two physically meaningful parameters, is adopted to assess the constitutive relationships of soils under steady-state cyclic loading. The proposed models are validated with resonant column test (RCT) data (shear modulus and damping ratio). This paper finds that the use of the linear characteristic equation to calculate the shear modulus from the resonance frequency in the RCT, which is clearly irrelevant and approximate, produces data interpretation errors." @default.
• W2765528774 created "2017-11-10" @default.
• W2765528774 creator A5045811970 @default.
• W2765528774 date "2017-10-27" @default.
• W2765528774 modified "2023-09-26" @default.
• W2765528774 title "Soil Dynamic Constitutive Model for Characterizing the Nonlinear-Hysteretic Response" @default.
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• W2765528774 doi "https://doi.org/10.3390/app7111110" @default.
• W2765528774 hasPublicationYear "2017" @default.
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