|1Kendzera, OV |
1S. I. Subbotin Institute of Geophysics of the NAS of Ukraine, Kyiv
|Dopov. Nac. akad. nauk Ukr. 2017, 11:44-51|
A possibility of using two nonlinear phenomenological models from mechanics of materials — Neo-Hookean and Mooney—Rivlin — with the aim to take the effect of strata into account in studying the seismic hazard for building sites is considered. A correspondence of these models and experimental data under a nonlinear deformation of soils is shown. It is proposed to change the existing empirical and semiempirical models of nonlinear deformation of strata by pheno menological ones.
|Keywords: bulk modulus, nonlinear phenomenological models, shear modulus, strata|
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