Three-dimensional (3-D) geogrids exhibit greater advantages over planar geogrids in reinforcement engineering due to the stronger bearing capacity of transverse ribs. To investigate the interaction and interfacial mechanical response of the three-dimensional geogrid-sand system at macroscopic and mesoscopic scales, three-dimensional geogrids with four different transverse rib thicknesses were fabricated using 3D printing technology. Experimental pullout tests under three normal stresses, combined with DEM simulation of the tests, were conducted. The findings showed that as the transverse rib thickness increases, the peak pullout force, residual pullout force, geogrid strain, and interfacial friction performance all exhibit a nonlinear growth trend, with the growth rate slowing down after the thickness reaches 9 mm. The numerical results indicate that a thicker transverse rib enhances the horizontal disturbance of the geogrid on the sand, weakens the vertical mobility of the lower particles, and imposes greater confinement on them. When the rib thickness increased to 11 mm, the strong contact force chains within the sand increased by 42.9%, and the particles coordination number grew by 5.29%. Overall, thicker transverse ribs enhance the displacement consistency of sand particles, resulting in tighter and more stable interparticle contacts, and contributing to a more uniform stress distribution within the model.
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7 August 2026
Technical Paper|
May 13 2026
Macro- and meso-scopic analysis of pullout characteristics of 3-D geogrid-sand interface
D. Wang;
D. Wang
1School of Civil Engineering,
Heibei University of Science and Technology
, Shijiazhuang, China
. E-Mail: w347044192@gmail.com
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X. Liang;
X. Liang
2School of Civil Engineering,
Heibei University of Science and Technology
, Shijiazhuang, China
; School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang, China; Hebei Province Housing Construction Projects Regeneration Technology Innovation Center, Shijiazhuang, China. E-mail: liaxiayon_2001@163.com
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J. Jin;
3School of Civil Engineering,
Heibei University of Science and Technology
, Shijiazhuang, China
; Hebei Province Housing Construction Projects Regeneration Technology Innovation Center, Shijiazhuang, ChinaCorresponding author J. Jin (jinjing05@sina.com)
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G. Yang
G. Yang
4School of Civil Engineering,
Shijiazhuang Tiedao University
, Shijiazhuang, China
. E-mail: gtsyang@163.com
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Corresponding author J. Jin (jinjing05@sina.com)
Declaration of Competing Interest: The authors declare that they have no competing financial interests or personal relationships that may have influenced the work reported in this paper.
Publisher: Emerald Publishing
Received:
December 18 2025
Accepted:
February 02 2026
Online ISSN: 1751-7613
Print ISSN: 1072-6349
© 2026 Emerald Publishing Limited
2026
Emerald Publishing Limited
Licensed re-use rights only
Geosynthetics International (2026) 33 (5): 856–872.
Article history
Received:
December 18 2025
Accepted:
February 02 2026
Citation
Wang D, Liang X, Jin J, Yang G (2026), "Macro- and meso-scopic analysis of pullout characteristics of 3-D geogrid-sand interface". Geosynthetics International, Vol. 33 No. 5 pp. 856–872, doi: https://doi.org/10.1680/jgein.25.00164
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