3D printed porous particle and its geotechnical properties

Abstract

The study of effects of particle breakage on the mechanical properties of soil composed of porous particles is challenging due to the heterogeneity of the shape and inner void structure of individual particles, even for an identical soil sample, which imparts a compound effect on the mechanical properties. Advancements in three-dimensional (3D) printing technique have enabled the replication of objects with the same shape but different inner structures. This study investigated the feasibility of replicating porous and non-porous particles with the same particle shape characteristics, such as form, waviness, and texture, using 3D printing technique. The particle shape characteristics were evaluated using image analysis. Single particle crushing and triaxial compression tests were conducted to characterize the mechanical properties of the 3D printed and porous volcanic soil particles. It is observed that the mechanical response in the single particle crushing test varies for volcanic soil, which may be attributed to the heterogeneity in the shape and porosity of the particles. However, for each type of 3D printed particle, the response has a high repeatability and varies based on particle porosity. Furthermore, the effects of porosity on the shear response are demonstrated through triaxial tests on 3D printed particles of different porosities. It is noted that although a quantitative comparison is not possible, a qualitative similarity is observed in the response of the 3D printed porous particles with natural porous volcanic soil. Thus, insights into the mechanical response of porous particles can be gained using 3D printed particles.