This document discusses various models used in geotechnical engineering to describe soil behavior, including elastic, plasticity, and constitutive models. It provides an overview of linear and non-linear elastic models, and describes the equations that relate stresses to strains for different material conditions, such as Hooke's law and elastic models based on stress invariants. The document also discusses plasticity theory and concepts such as perfectly plastic and strain hardening responses, as well as plasticity theorems for lower and upper bound analysis.