Evaluation of Stamps and Latex Shell Influence on Stabilometer Testing Results - Modeled with Simulia Abaqus
Keywords:Triaxial machine test, soil model, Simulia Abaqus modeling, stamp and shell influence, modified Drucker–Prager/cap plasticity model
Triaxial tests are often used, along with other research methods, in order to define parameters of geotechnical data. The main topic being conferred in work is analysis of influence, exerted by stamp and latex shell, upon the results of triaxial machine soil tasting. The stabilometer modeling and verification was produced. Calibration of soil model parameters, derived from triaxial tests, is brought in work. The necessity of three dimensional simulation of soil testing process is pointed out in order to take into account stamp and shell influence.