Simulación Computacional de Sistemas Suelo-Estructura en Medios Parcialmente Saturados

Abstract

This paper is applied an elastoplastic model constitutive formulation for cohesive-frictional materials, incorporated two sets of independent variables stress state , the total net stress and matric suction. This model has been implemented in finite elements codes for simulations soil structures systems with variable moisture.
Representative numerical simulations are performed under axissymetric and plane strain problems.