Abstract
This paper describes the bioinspiration process to derive design concepts for new deep foundation systems that have greater axial capacity per unit volume of pile material compared to conventional deep foundations. The study led to bioinspired ideas that provide greater load capacity by increasing the pile shaft resistance. The bioinspiration approach used problem-solving strategies to define the problem and transfer strategies from biology to geotechnical engineering. The bioinspiration considered the load transfer mechanism of hydroskeletons and the anchorage of the earthworm, razor clam, kelp, and lateral roots of plants. The biostrategies that were transferred to the engineering domain included a flexible but incompressible core, passive behaviour against external loading, a longitudinally split shell that allows expansion for anchorage, and lateral root-type or setae-type anchoring elements. The concepts of three bioinspired deep foundation systems were proposed and described. The advantage of this approach was illustrated with two examples of the new laterally expansive pile in drained sand under axial compression. The finite element analysis of these examples showed that the new laterally expansive pile can provide considerably greater load capacity compared to a conventional cylindrical pile due to the increased lateral confining pressure developed along the expanded pile core.
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References
DeJong J, Burrall M, Wilson D W, Frost J D. A bio-inspired perspective for geotechnical engineering innovation. Proceedings of Geotechnical Frontiers 2017: Geotechnical Materials, Modeling, and Testing (GSP 280), Orlando, Florida, USA, 2017, 862–870.
Benyus J. Biomimicry: Innovation Inspired by Nature, 1st ed., William Morrow & Company Inc, New York, USA, 1997.
Fayemi P E, Wanieck K, Zollfrank C, Maranzana N, Aoussat A. Biomimetics: Process, tools and practice. Bioinspiration & Biomimetics, 2017, 12, 1–20.
Enquist M, Linad J, Ghirlanda S. The power of associative learning and the ontogeny of optimal behaviour. Royal Society Open Science, 2016, 3, 1–25.
Vincent J F V, Bogatyreva O A, Bogatyrev N R, Bowyer A, Pahl A K. Biomimetics: Its practice and theory. Journal of Royal Society Interface, 2006, 3, 471–482.
Bogatyrev N R. A “living” machine. Journal of Bionic Engineering, 2004, 1, 79–87.
Altshuller G, Shulyak L, Rodman S. The Innovation Algorithm: TRIZ, Systematic Innovation and Technical Creativity, 2nd ed., Technical Innovation Center, Worcester, USA, 2007.
Vincent J F V, Mann D L. Systematic technology transfer from biology to engineering. Philosophical Transactions of the Royal Society A: Mathematical Physics and Engineering Sciences, 2002, 360, 159–173.
Bogatyrev N, Bogatyreva O. TRIZ-based algorithm for biomimetic design. Procedia Engineering, 2015, 131, 377–387.
Craig S, Harrison, D, Cripps A, Knott D. BioTRIZ suggests radiative cooling of buildings can be done passively by changing the structure of roof insulation to let longwave infrared pass. Journal of Bionic Engineering, 2008, 5, 55–66.
Vincent J F V. Stealing ideas from nature. In Pellegrino S, eds., Deployable Structures, Springer, Vienna, 2000.
Hu N, Feng P, Dai G. The gift from nature: Bio-inspired strategy for developing innovative bridges. Journal of Bionic Engineering, 2013, 10, 405–414.
Grigorian M. Biomimicry and theory of structures-design methodology transfer from trees to moment frames. Journal of Bionic Engineering, 2014, 11, 638–648.
Cortes D, John S. Earthworm-inspired soil penetration. Proceedings of the 1st International Symposium of Bio-mediated and Bio-inspired Geotechnics, Atlanta, USA, 2018. (In press)
Martinez A, DeJong J T, Jaeger R, Khosravi A. Evaluation of self-penetration potential of a bio-inspired site characterization probe by cavity expansion analysis. Canadian Geotechnical Journal, 2020, 57, 706–716.
Huang S C, Tao J L. Modeling of the burrowing mechanism by razor clam: Role of penetration kinematics. Proceedings of IFCEE, ASCE, Orlando, USA, 2018, 547–556.
Winter A G, Hosoi A E. Identification and evaluation of the Atlantic razor clam (Ensis directus) for biologically inspired subsea burrowing systems. Integrative and Comparative Biology, 2011, 51, 151–157.
Winter A G, Deits R L H, Dorsch D S, Slocum A H, Hosoi A E. Razor clam to RoboClam: Burrowing drag reduction mechanisms and their robotic adaptation. Bioinspiration & Biomimetics, 2014, 9, 1–11.
Frost J D, Martinez A, Mallett S D, Roozbahani M M, DeJong J T. Intesection of modern soil mechanics with ants and roots. Proceedings of Geotechnical Frontiers 2017: Geotechnical Materials, Modeling, and Testing (GSP 280), Orlando, Florida, USA, 2017, 900–909.
Alcantar J, Aleali A, Pasillas Rodriguez J N, Bandini P, Newtson C M. Bio-inspired vascular system in driven pile foundations. Proceedings of the 1st International Symposium of Bio-mediated and Bio-inspired Geotechnics, Atlanta, USA, 2018. (In press)
Hannigan P J, Rausche F, Likins G E, Robinson B R, Becker M L. Design and Construction of Driven Pile Foundations, technical report, National Highway Institute, FHWA GEC 012-volume I, USA, 2016.
Randlolph M F, Dolwin R, Beck R. Design of driven piles in sand. Géotechnique, 1994, 44, 427–448.
Kulhawy F H. Limiting tip and side resistance: Fact or fallacy? Analysis and Design of Pile Foundations, ASCE, New York, USA, 1984, 80–98.
Recommended Practice for Planning, Designing and Construction Fixed Offshore Platforms — Load and Resistance Factor Design, 1997, API Recommended Practice 2A-LRFD (RP 2A-LRFD), 1st ed., American Petroleum Institute (API), Washington, DC, USA, reaffirmed 2003.
Uesugi M, Kishida H. Frictional resistance at yield between dry sand and mild steel. Soils and Foundations, 1986, 26, 139–149.
Frost J D, Martinez A. An axial-torsional multi-sleeve friction penetration system for lunar subsurface studies. Proceedings of the Earth and Space 2012 Conference, Pasadena, USA, 2012, 335–343.
DeJong J T, Westgate Z J. Role of initial state, material properties, and confinement condition on local and global soil-structure interface behavior. Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135, 1646–1660.
Dietz M S, Lings M L. Postpeak strength of interfaces in a stress-dilatancy framework. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132, 1474–1484.
Brown D A, Turner J P, Castelli R J. Drilled Shafts: Construction Procedures and LRFD Design Methods, National Highway Institute (FHWA GEC 010), USA, 2010.
Edil T B, Bosscher P J, Sundberg A J. Soil-structure interface shear transfer behavior. Proceedings of the Second Japan-U.S. Workshop on Testing, Modeling, and Simulation (Geomechanics II) (GSP 156), Tokyo, Japan, 2005, 528–543.
Iscimen M. Shearing Behavior of Curved Interfaces, PhD dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, USA, 2004.
Vogel S. Comparative Biomechanics: Life’s Physical World, Princeton University Press, Princeton, USA, 2004, 580.
Fitzgerald Marine Reserve. Kelp Holdfast, [2020-01-15], https://www.flickr.com/photos/131153742@N06/16947086726/in/dateposted/ (Licensed under CC BY 2.0)
Escobar A. Cross Section of a Tree’s Roots, [2020-01-15], https://www.flickr.com/photos/aaronescobar/2569091622/ (Licensed under CC BY 2.0)
Atwell B J. Response of roots to mechanical impedance. Environmental and Experimental Botany, 1993, 33, 27–40.
Kier W M. The diversity of hydrostatic skeletons. Journal of Experimental Biology, 2012, 215, 1247–1257.
Wainwright S A. Axis and Circumference: The Cylindrical Shape of Plants and Animals, Harvard University Press, Cambridge, USA, 1988, 176.
Cloudzilla. Stroke Stroke (Cat paw), [2020-01-15], https://www.flickr.com/photos/cloudzilla/391395459/ (Licensed under CC BY 2.0)
Foreman T K, Linge K. The importance of heel compression in the measurement of diurnal stature variation. Applied Ergonomics, 1989, 20, 299–300.
Ker R F. The design of soft collagenous load-bearing tissues. Journal of Experimental Biology, 1999, 202, 3315–3324.
Wainwright S A, Biggs W D, Currey J D, Gosline J M. Mechanical Design in Organisms, Princeton University Press, Princeton, USA, 1982, 423.
Winter A G, Deits R L H, Hosoi A E. Localized fluidization burrowing mechanics of Ensis directus. Journal of Experimental Biology, 2012, 215, 2072–2080.
Abaqus 2017 Analysis User’s Manual, Dassault Systèmes Simulia Corp, Providence, USA.
Been K, Jefferies M G, Hachey J E. The critical state of sands. Géotechnique, 1991, 41, 365–381.
Jefferies M G. Nor-Sand: A simple critical state model for sand. Géotechnique, 1993, 43, 91–103.
Yu H. Plasticity and Geotechnics, Springer, New York, USA, 2006.
Acknowledgment
This material is based upon work primarily supported by the U. S. National Science Foundation (NSF) under NSF Award Number EEC-1449501. Any opinions, findings and conclusions, or recommendations expressed in this paper are those of the authors and do not necessarily reflect those of the NSF. The authors appreciate the advice of Dr. Dipanjan Basu in some aspects of the numerical modeling.
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Aleali, S.A., Bandini, P. & Newtson, C.M. Multifaceted Bioinspiration for Improving the Shaft Resistance of Deep Foundations. J Bionic Eng 17, 1059–1074 (2020). https://doi.org/10.1007/s42235-020-0076-6
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DOI: https://doi.org/10.1007/s42235-020-0076-6