Taking inspiration from the unique structure of snake scales, this research delves into understanding the intricacies of a snakeskin-inspired interface shearing process for geotechnical applications. This study investigates the performance of three snakeskin-inspired plates modelled after Heterodon nasicus, Leptophis ahaetulla and Cerastes cerastes with varying surface textures characterized by different length-to-height (L/H) ratios, along with a smooth reference plate for comparison. To evaluate the influence of scale size and shape, the discrete-element method was employed to simulate the interface shearing process under both caudal and cranial shearing directions. The results indicate that plates with moderate L/H ratios (e.g. L/H = 1.0–1.5) achieved up to 28% higher peak shear stress compared to the smooth surface, particularly under cranial shearing. Among the profile types, the Heterodon nasicus-inspired plate exhibited the highest shear resistance and volumetric dilation, with 15–20% greater dilation than the Cerastes cerastes-inspired plate. These findings provide preliminary insights into the potential benefits of integrating snakeskin-inspired surfaces into the development of engineered foundation and anchorage systems for geotechnical applications.
Article navigation
1 October 2025
Research Article|
June 20 2025
Investigation of the shear characteristics of snakeskin-inspired interface using discrete-element method
Aidin Kahbasi;
Aidin Kahbasi
Research Assistant, Department of Civil, Water and Environmental Engineering,
Shahid Beheshti University
, Tehran, Iran
Search for other works by this author on:
Liang Zhang;
Liang Zhang
Research Assistant, Department of Civil and Architectural Engineering and Construction Management,
University of Cincinnati
, Cincinnati, OH, USA
Search for other works by this author on:
Lei Wang
Assistant Professor, Department of Civil and Architectural Engineering and Construction Management,
University of Cincinnati, Cincinnati
, OH, USA
Corresponding author Lei Wang (wang4li@ucmail.uc.edu)
Search for other works by this author on:
Corresponding author Lei Wang (wang4li@ucmail.uc.edu)
Publisher: Emerald Publishing
Received:
January 15 2025
Accepted:
May 10 2025
Online ISSN: 1751-8563
Print ISSN: 1353-2618
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2025) 178 (6): 739–751.
Article history
Received:
January 15 2025
Accepted:
May 10 2025
Citation
Kahbasi A, Zhang L, Wang L (2025), "Investigation of the shear characteristics of snakeskin-inspired interface using discrete-element method". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 178 No. 6 pp. 739–751, doi: https://doi.org/10.1680/jgeen.25.00009
Download citation file:
New and popular articles
Suggested Reading
Impact of particle degradation on repose angle of railway ballast: insights from experimental and DEM analysis
Geotechnique (November,2025)
Shape encoding for semantic healing of design models and knowledge transfer to scan-to-BIM
Proceedings of the Institution of Civil Engineers - Smart Infrastructure and Construction (June,2022)
Modelling alkali–silica reaction from micro-computed tomography images: role of particle size and water/cement ratio
Magazine of Concrete Research (October,2024)
Vane shear mechanism in soil by particle image velocimetry and discrete-element simulation
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (May,2025)
Simulation modelling in a BIM environment: the case of school re-opening during Covid-19 pandemic
Proceedings of the Institution of Civil Engineers - Smart Infrastructure and Construction (October,2022)
Related Chapters
SHEAR AND BENDING STRENGTH ANALYSIS FOR HIGH STRENGTH CONCRETE BEAMS
Application of Codes, Design and Regulations: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Asset Planning and Management
Water Supply and Distribution Systems
Behaviour of reinforced self-consolidating concrete frames
ICE Themes Self-Compacting Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
