Shaft and Base Capacity of Snakeskin-Inspired Piles from Centrifuge Pile Tests
Publication: Geo-Congress 2022
ABSTRACT
Many deep foundation applications require large shaft resistances for tensile loading, such as reaction piles and caissons. A suitable analog for designing surfaces whose load transfer response depends on the direction of loading is the skin along the underbody of snakes. Snakes have developed scales that minimize frictional resistances when they move forward (caudal direction, along the scales) and maximize frictional resistances when they move backward (cranial direction, against the scales). Previous studies show that surfaces designed based on such analogues exhibit directional dependence in terms of both interface friction angle and dilation. In order to assess the shaft and base capacity generated by piles with such surfaces, a series of centrifuge load tests were conducted on model piles with internal strain gages to evaluate the mobilization of shaft and base resistances. It was found that piles installed in the caudal direction mobilized smaller installation forces and similar pullout capacities compared to the rough pile, whereas piles installed in the cranial direction generated greater installation forces and a similar pullout capacity compared to the smooth pile. In addition, spatial variability in the model was assessed using CPT soundings and it was found that the shaft texturing had a negligible effect on the unit base resistance during installation. The results presented highlight that the surface of piles can be designed to reduce skin friction mobilized during installation relative to the skin friction generated during tensile loading resistance.
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REFERENCES
Boulon, M., and Foray, P. (1986). “Physical and numerical simulation of lateral shaft friction along offshore piles in sand.” Proc., 3rd Int. Conf. on Num. Methods in Offshore Piling, Editions Techrig, Paris, France, 127–148.
Carey, T. J., Gavras, A., and Kutter, B. L. (2020). Comparison of LEAP-UCD-2017 CPT Results. Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading (pp. 117–129). Springer, Cham.
DeJong, J. T., and Westgate, Z. J. (2009). “Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior.” J. Geotech. and Geoenviron., 135(11), 1646–1660.
Fioravante, V. (2002). “On the shaft friction modelling of non-displacement piles in sand.” Soils Found., 42(2), 23–33.
Garnier, J., and Konig, D. (1998). “Scale effects in piles and nail loading tests in sand.” Proc. Int. Conf. Centrifuge 98, Tokyo, Balkema, Rotterdam, Vol. 1, pp.205–210.
Gray, J., and Lissmann, H. W. (1950). “The kinetics of locomotion of the grass-snake.” J. Exp. Biol., 26, 354–367.
Hryciw, R. D., and Irsyam, M. (1993). “Behavior of sand particles around rigid ribbed inclusions during shear.” Soils Found., 33(3), 1–13.
Kim, J. H., Choo, Y. W., Kim, D. J., and Kim, D. S. (2016). "Miniature cone tip resistance on sand in a centrifuge." J. Geotech. and Geoenviron., 142(3).
Lauder, G. V. (1996). The argument from design (pp. 55–91). Adaptation.
Martinez, A., and Frost, J. D. (2017). “The influence of surface roughness form on the strength of sand–structure interfaces.” Géotechnique Lett., 7.1(2017), 104–111.
Martinez, A., and O'Hara, K. B. (2021). "Skin friction directionality in monotonically- and cyclically-loaded bio-inspired piles in sand." Deep Found. Inst. J., 15(1).
Martinez, A., DeJong, J. T., et al. (2021). "Bio-inspired geotechnical engineering: principles, current work, opportunities and challenges". Published online in Géotechnique.
Martinez, A., Palumbo, S., and Todd, B. D. (2019). “Bio-Inspiration for anisotropic load transfer at soil-structure interfaces.” J. Geotech. and Geoenviron., 145(10).
Marvi, H., and Hu, D. L. (2012). “Friction enhancement in concertina locomotion of snakes.” J. Roy. Soc. Int., 9(76), 3067–3080.
O’Hara, K. B., and Martinez, A. (2020). “Monotonic and Cyclic Frictional Resistance Directionality in Snakeskin-Inspired Surfaces and Piles.” J. Geotech. and Geoenviron., 146(11).
Stutz, H. H., and Martinez, A. (2021). "Directionally-dependent strength and dilatancy behavior of soil-structure interfaces". Published online in Acta Geotech.
Tabucanon, J. T., Airey, D. W., and Poulos, H. G. (1995). “Pile skin friction in sands from constant normal stiffness tests.” Geotech. Test., J., 18(3), 350–364.
Uesugi, M., and Kishida, H. (1986). “Influential factors of friction between steel and dry sands.” Soils Found., 26(2), 33–46.
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Published online: Mar 17, 2022
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