The study explores the effect of directionally dependent frictional resistances (frictional anisotropy) inspired by snakeskin patterns, on the behaviour of split set rock bolts. The patterns of the ventral scales of a snake are selected, and different models of patterns are developed by varying the scale angle. Split set rock bolts with these patterns are designed, and three-dimensional (3D)-printed using polylactic acid material. The 3D-printed split sets are tested for insertion and pull-out loads in cylindrical blocks made of plaster of Paris, using a modified universal testing machine. The results of the tests show that insertion and pull-out loads exhibit bilinear relationships with various scale angles (10°, 13°, 16° and 19°). The different scale angles induce different levels of wearing in the surrounding rock simulant during the insertion and pull-out, with a minimum at 16° and maximum at 10°. All the snakeskin-inspired patterns show significant frictional anisotropy. The study opens up possibilities for further research of snakeskin-inspired frictional anisotropy enhancement of split sets.
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June 2022
Research Article|
March 30 2022
Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts Available to Purchase
P. Vangla
;
P. Vangla
*Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India.
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B. A. Wala
;
B. A. Wala
†Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India
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V. L. Gayathri
;
V. L. Gayathri
‡Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi
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J. D. Frost
J. D. Frost
§School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, USA
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Publisher: Emerald Publishing
Received:
June 28 2021
Accepted:
February 01 2022
ICE Publishing: all rights reserved
2022
Geotechnique Letters (2022) 12 (2): 95–100.
Article history
Received:
June 28 2021
Accepted:
February 01 2022
Citation
Vangla P, Wala BA, Gayathri VL, Frost JD (2022), "Snakeskin-inspired patterns for frictional anisotropic behaviour of split set rock bolts". Geotechnique Letters, Vol. 12 No. 2 pp. 95–100, doi: https://doi.org/10.1680/jgele.21.00076
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