Geo-Congress 2020
Study of Interface Frictional Anisotropy at Bioinspired Soil-Structure Interfaces with Compliant Asperities
Publication: Geo-Congress 2020: Biogeotechnics (GSP 320)
ABSTRACT
The transfer of load across soil-structure interfaces is of significant importance for the stability and service life of most geotechnical structures. Soil-continuum interfaces are relevant to many human construction activities; however, they also impact the likelihood of survival of numerous plants and animals. Through the process of evolution, many organisms have optimized load transfer across interfaces to fulfill their daily needs, such as hunting and feeding. The biological adaptation used in this research comes from the ventral scales on the underbelly of snakes. When a snake moves on a soil surface it generates enough propulsion force to initiate or maintain forward movement while it simultaneously minimizes the friction that opposes this movement. This feature is enabled due to the greater friction coefficient mobilized during backward (i.e. cranial) than during forward (i.e. caudal) movement. This characteristic is typically referred as friction anisotropy and is produced by the shape, stiffness, and angle of attack of the scales on the snake’s skin. This research explores the effect of asperity compliance and angle of attack of snakeskin-inspired surfaces on the shear strength and deformation behavior of sand-structure interfaces. The idealized snakeskin surface models are composed of asperities made from flexible plastic film of different stiffnesses embedded into a rigid base. The results from shear box interface shear tests highlight the effect of initial asperity angle, scale stiffness, and overburden stress on the shear strength and frictional anisotropy mobilized by the snakeskin-inspired surfaces.
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ACKNOWLEDGEMENTS
This material is based upon work supported by the Engineering Research Center Program of the National Science Foundation under NSF Cooperative Agreement No. EEC-1449501. Any opinions, findings and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect those of the National Science Foundation.
REFERENCES
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Martinez, A. and Palumbo, S. (2018). “Anisotropic Shear Behavior of Soil-Structure Interfaces: Bio-Inspiration from Snake Skin.” Proc. ASCE IFCEE 2018 Conf., Orlando, FL. 99-104.
Martinez, A., Palumbo, S., and Todd, B. (2019). “Bio-Inspiration for anisotropic load transfer at soil-structure interfaces.” Accepted for publication in J. Geotech. Geoenv. Eng.
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Palumbo, S. (2018). “Anisotropic Interface Shear Behavior of Granular Soil and Surfaces Biologically-Inspired by Snakeskin.” M.S. Thesis, the University of California Davis.
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Information & Authors
Information
Published In
Geo-Congress 2020: Biogeotechnics (GSP 320)
Pages: 253 - 261
Editors: Edward Kavazanjian Jr., Ph.D., Arizona State University, James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8283-4
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Feb 21, 2020
Published in print: Feb 21, 2020
ASCE Technical Topics:
- Anisotropy
- Continuum mechanics
- Deformation (mechanics)
- Design (by type)
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Friction
- Laboratory tests
- Load factors
- Load transfer
- Material mechanics
- Material properties
- Materials engineering
- Shear strength
- Shear stress
- Shear tests
- Soil structures
- Solid mechanics
- Stiffening
- Strength of materials
- Stress (by type)
- Structural analysis
- Structural behavior
- Structural design
- Structural engineering
- Structural mechanics
- Structures (by type)
- Tests (by type)
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