{"DOI":"10.1515/rjti-2017-0059","abstract":"Abstract\nActually, the seismic movement has an irregular cyclic character.This can be equivalent to a determined number of uniform cyclical stresses equivalent in terms of effect.\nModeling the behavior of the soil to cyclical stress, is usually done, by establishing a relationship for primary loading like \u03c4 = f (\u03b3) and after drawing the diagram \"effortless strain curve\", in which \u03c4 is the stress, and \u03b3 is shear deformation. For modeling nonlinear behavior of the soil, we used like nonlinear models. The best known are the hyperbolic model and the Ramberg-Osgood model.","author":[{"family":"Carmen"}],"id":"unknown","issued":{"date-parts":[[2017,12,1]]},"page-first":"45","publisher":"Walter de Gruyter GmbH","title":"Mathematical Models for Nonlinear Soil Behavior","type":"article-journal"}