Obtaining critical state parameters through particle shape characteristics of sands

Kuncar, Carlos; Escribano, Daniella; Montalva, Gonzalo

Keywords: critical state, sand, particle morphology, Micromechanics of soils

Abstract

Particle morphology and the micromechanics of sands influence mechanical response and properties such as stiffness, critical state parameters, and packing density. Although triaxial testing is the conventional method to determine critical state parameters, it is costly and time-consuming. This paper evaluates sand particle shape descriptors using a semi-automated image processing tool and compares predictions of critical state parameters against laboratory results. Findings demonstrate a strong correlation between morphology and critical state parameters, underscoring the potential of image-based methods as accessible alternatives for geotechnical characterization

Más información

Editorial: Sociedad Chilena de Mecánica de Suelos e Ingeniería Geotécnica (SOCHIGE)
Fecha de publicación: 2024
Año de Inicio/Término: 2024
Idioma: Inglés