3D-printed geogrids’ tensile performance: impact of filament type

Purpose This study aims to explore the potential of three-dimensional (3D) printing technology to enhance geogrid production, focusing on the influence of filament type on tensile performance. Geogrids, which reinforced soils by forming interlocking mechanisms with soil grains, were manufactured using polypropylene (PP) and polyethylene terephthalate glycol-modified (PET-G) filaments. The printability of these materials, along with thermoplastic polyurethane (TPU) and high-density polyethylene (HDPE), was initially assessed, revealing challenges with TPU and HDPE. Design/methodology/approach Tensile tests, conducted on both single-rib and multirib samples, compared the mechanical performance of the 3D-printed geogrids against a factory-made PP geogrid. Findings The results indicated that while the factory-made geogrid demonstrated superior tensile strength and ductility, 3D-printed geogrids, particularly those made with PP, exhibited promising tensile characteristics that could be suitable for specific applications. However, 3D-printed PET-G geogrids showed higher tensile strength but were more brittle. The findings suggest that although 3D printing offers a viable method for geogrid production, further optimization is required to achieve performance levels comparable to traditional manufacturing methods. Originality/value While existing research on 3D-printed geogrids exists, studies comparing them with their factory-produced counterparts are currently limited. This research provides a unique comparison of the tensile modulus, elongation and tensile strength of factory-made geogrids and 3D-printed geogrids produced with different filaments.

Authors

Publication Details

Journal
Rapid Prototyping Journal
Published
2025-04-07
DOI
https://doi.org/10.1108/rpj-09-2024-0403
Citations
1
Primary Topic
Geotechnical Engineering and Soil Stabilization
Type
article
Field-Weighted Citation Impact
0.95
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article

3D-printed geogrids’ tensile performance: impact of filament type

Mirsadegh Seyedzavvar, Murteda Ünverdi, Talha Sarıcı, Cem Boğa et al.
1 citations
Rapid Prototyping Journal
Geotechnical Engineering and Soil Stabilization
0.95
article

3D-printed geogrids’ tensile performance: impact of filament type

Mirsadegh Seyedzavvar, Murteda Ünverdi, Talha Sarıcı, Cem Boğa, Bahadır Ok
article en
1 citations

Abstract

Purpose This study aims to explore the potential of three-dimensional (3D) printing technology to enhance geogrid production, focusing on the influence of filament type on tensile performance. Geogrids, which reinforced soils by forming interlocking mechanisms with soil grains, were manufactured using polypropylene (PP) and polyethylene terephthalate glycol-modified (PET-G) filaments. The printability of these materials, along with thermoplastic polyurethane (TPU) and high-density polyethylene (HDPE), was initially assessed, revealing challenges with TPU and HDPE. Design/methodology/approach Tensile tests, conducted on both single-rib and multirib samples, compared the mechanical performance of the 3D-printed geogrids against a factory-made PP geogrid. Findings The results indicated that while the factory-made geogrid demonstrated superior tensile strength and ductility, 3D-printed geogrids, particularly those made with PP, exhibited promising tensile characteristics that could be suitable for specific applications. However, 3D-printed PET-G geogrids showed higher tensile strength but were more brittle. The findings suggest that although 3D printing offers a viable method for geogrid production, further optimization is required to achieve performance levels comparable to traditional manufacturing methods. Originality/value While existing research on 3D-printed geogrids exists, studies comparing them with their factory-produced counterparts are currently limited. This research provides a unique comparison of the tensile modulus, elongation and tensile strength of factory-made geogrids and 3D-printed geogrids produced with different filaments.

Rapid Prototyping JournalVol. 31(7)
Openalex Percentile: Top 26%
Geotechnical Engineering and Soil Stabilization
0.95
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3D-printed geogrids’ tensile performance: impact of filament type — Mirsadegh Seyedzavvar, Murteda Ünverdi, et al. · Rapid Prototyping Journal (2025) | TGRS Research Map | TGRS