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- W1539886534 abstract "The nonlinear viscoelastic behavior of a cohesive soil under uniaxial loading conditions was studied. A constitutive relationship based upon a multiple integral representation was developed. The time dependent parameters of this relation (kernal functions) were determined, performing uniaxial single-step creep tests on a specially developed test apparatus. The constitutive relationship was generalized for multi-step loading, as well as dynamic sinusoidal loading conditions. It was shown that the behavior of the material for multi-step loading conditions can be predicted by the results of the single-step tests. In addition, the behavior of the soil under uniaxial compressive cyclic loading was studied, using an apparatus specially developed for the purpose. The energy dissipation in a given cycle of loading was evaluated. Also, the effect of frequency on the energy loss was studied." @default.
- W1539886534 created "2016-06-24" @default.
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- W1539886534 date "1980-09-01" @default.
- W1539886534 modified "2023-09-27" @default.
- W1539886534 title "NONLINEAR VISCOELASTIC BEHAVIOR OF A COHESIVE SOIL UNDER UNIAXIAL LOADING CONDITIONS" @default.
- W1539886534 hasPublicationYear "1980" @default.
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