Creating Controlled-Double-Structured Soils Through 3D Printing

Abstract 3D printing of soils is an emerging automation technology that has the potential to be used in a wide range of geotechnical applications. Considering this perspective, this study evaluates the capabilities of a 3D printer for soils to produce double-structured soil samples with target values of micro- and macro-porosities. Micro-porosity can be controlled by controlling the characteristics of the soil filament released by the printer, whereas macro-porosity can be regulated by choosing the geometry of superimposed filament layers. As a result, the procedure reported in this work suggests an automated alternative to the current practice where controlled-double-structured clayey soil samples are created acting on the water content and compaction load.

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Publication Details

Journal
IOP Conference Series Earth and Environmental Science
Published
2025-04-01
DOI
https://doi.org/10.1088/1755-1315/1480/1/012010
Primary Topic
Innovations in Concrete and Construction Materials
Type
article
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article

Creating Controlled-Double-Structured Soils Through 3D Printing

Alessio Ferrari, Marco Rosone, Marco Starvaggi
IOP Conference Series Earth and Environmental Science
Innovations in Concrete and Construction Materials
article

Creating Controlled-Double-Structured Soils Through 3D Printing

Alessio Ferrari, Marco Rosone, Marco Starvaggi
article en

Abstract

Abstract 3D printing of soils is an emerging automation technology that has the potential to be used in a wide range of geotechnical applications. Considering this perspective, this study evaluates the capabilities of a 3D printer for soils to produce double-structured soil samples with target values of micro- and macro-porosities. Micro-porosity can be controlled by controlling the characteristics of the soil filament released by the printer, whereas macro-porosity can be regulated by choosing the geometry of superimposed filament layers. As a result, the procedure reported in this work suggests an automated alternative to the current practice where controlled-double-structured clayey soil samples are created acting on the water content and compaction load.

IOP Conference Series Earth and Environmental ScienceVol. 1480(1)
École Polytechnique Fédérale de Lausanne (CH), University of Palermo (IT)
Openalex Percentile: Top 96%
Innovations in Concrete and Construction Materials
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