Effect of different forms on geogrid tensile properties based on 3D printing technology

Author:

Gao Junli1ORCID,Yang Yan1,Zhang Haibing1,Xie Zhongfa1

Affiliation:

1. School of Mechanics and Engineering Science, Shanghai University, Shanghai, China

Abstract

Plastic materials are widely used as geosynthetics. The use of plastic products poses a serious environmental risk due to their degradation. Aiming at the environmental problems caused by the difficulty of direct degradation of traditional plastic geogrid and the effects of material filling ratios, material filling forms, mesh shapes and tensile rates on the mechanical properties of geogrids. Based on 3D printing technology, polylactic acid (PLA) geogrid was prepared, and indoor tensile tests of polylactic acid geogrid were carried out. The effects of material filling ratios, material filling forms, geogrid geometries and tensile rates on the mechanical properties of geogrid are analyzed. The test results showed that PLA can be used as an environmentally friendly material for making geogrids and can reflect the mechanical properties of different geogrids. The triaxial geogrid had the greatest tensile strength, while the uniaxial one had the least. The tensile strength of triaxial and biaxial geogrids increased with the increase of tensile rates, while uniaxial decreased and then increased. The elongation at break of uniaxial and triaxial geogrids increased with increasing tensile rates, while biaxial increased and then decreased. With the increase of filling ratios, the tensile strength of geogrid increased and then decreased. For the line 45 angle printed geogrid, the elongation at break increased first and then decreased and finally increased.

Funder

2020 Ministry of Education Industry-University Cooperation Collaborative Education Project

Publisher

SAGE Publications

Subject

Condensed Matter Physics,Ceramics and Composites

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1. Mechanical and tribological behaviour of three-dimensional printed almond shell particles reinforced polylactic acid bio-composites;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2024-04-24

2. Tensile performance of 3D printed geogrids: effect of geometrical configuration;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-03-31

3. Experimental Study on Cyclic Shear Performance of the Four-Way Geogrid Reinforcement–Soil Interface;Applied Sciences;2024-02-07

4. Interfacial characterization of soil-3D printing materials;E3S Web of Conferences;2024

5. Analysis of tensile properties of geogrids for different morphology parameters;Journal of Thermoplastic Composite Materials;2023-05-31

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