Chapter
Feb 21, 2020
Geo-Congress 2020

An Examination of the Foundations of Mega-Flora: Implications for Biomimetic Geotechnics

Publication: Geo-Congress 2020: Biogeotechnics (GSP 320)

ABSTRACT

The foundation systems of mega-flora (i.e. very tall or large trees), have long been used as an analogy for modern shallow and deep foundations. Terzaghi referenced trees as the model for footings and pilings. However, the topology, form, materials, distribution, and function of the natural foundation system have very little in common with the shallow and deep foundation systems that geotechnical engineers design and construct. These natural foundation systems are resilient, robust, and adaptable; ideal templates for a new generation of anthropogenic foundation systems and new understanding of soil-structure interaction. In an effort to further biomimetic geotechnics, this paper will present a review of the actual topology, form, materials, distribution, and function of mega-flora foundations, highlighting key differences with man-made foundation systems, materials, and designs. This paper will dispel common myths about these natural structures, giving engineers insights into their performance under complex and extreme loads. Several key species will be highlighted, with unique aspects of each species’ foundation system highlighted. Field measurements and observations of several natural foundation systems are included in the paper to highlight recent findings about these remarkable systems.

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REFERENCES

Anderson, J., Bang, S., Bang, S. S., Lee, S. J., Choi, S. R., and Dho, N. Y. (2014). "Reduction of Wind Erosion Potential Using Microbial Calcite and Soil Fibers." Geotechnical special publication., 2(234), 1664-1673.
Bang, S. S., Galinat, J. K., and Ramakrishnan, V. (2001). "Calcite precipitation induced by polyurethane-immobilized Bacillus pasteurii." Enzyme and Microbial Technology, 28(4), 404-409.
Berndt, H.W., and Gibbons, R.D. (1958). Root distribution of some native trees and understory plants growing on three sites within Ponderosa Pine watersheds in Colorado. Station Paper No. 37, Rocky Mountain Forest and Range Experiment Station, US Department of Agriculture, Fort Collins, CO.
Boldrin, D., Leung, A.K., and Bengough, A. G. (2017). Root biomechanical properties during the establishment of woody perennials. Ecological Engineering, 109, 196-206.
Canadell, J., Jackson, R.B., Ehleringer, J.R., Mooney, H.A., Sala, O.E., and Schulze, E.D. (1996). Maximum rooting depth of vegetation types at the global scale. Oecologia, 108, 583-595.
Cho, H.J., and Pucik, V. (2005). Relationship between innovativeness, quality, growth, profitability, and market value. Strategic Management Journal, 26, pp. 555-575.
Cohen, D., and Schwarz, M. (2017). Tree-root control of shallow landslides. Earth Suf. Dynamics, 5, 451-477.
Crouzy, B., Edmaier, K., and Perona, P. (2015). Biomechanics of plant anchorage at early development stage. Journal of Theoretical Biology, 363, 22-29.
Danning, S. (2018). Why U.S. firms are dying: failure to innovate. https://www.forbes.com/sites/stevedenning/2015/02/27/is-there-an-innovation-crisis-at-us-firms/#67f394aa64cb. Last accessed 7-17-2018.
Eab, K.H., Likitlersuang, S., and Takahashi, A. (2015). Laboratory and modelling investigation of root-reinforced system for slope stabilization. Soils and Foundations, 55(5), 1270-1281.
Ennos, A.R. (2000). The mechanics of root anchorage. Advances in Botanical Research, 33, 133-157.
Fattet, M., Fu, Y., Ghestem, M., Ma, W., Foulonneau, M., Nespoulos, J., Le Bissonnais, Y., and Stokes, A. (2011). Effects of vegetation type on soil resistance to erosion: Relationship between aggregate stability and shear strength. Catena, 87, 60-69.
Federal Highway Administration (2018). White paper: Nature-based solutions for coastal highway resilience. FHWA publication FHWA-HEP-18-037, Washington, D.C.
Flint, W.B. (2002). To find the biggest tree. Sequoia Natural History Association.
Geo-Professionals Business Association (2018). History of the GBA. https://www.geoprofessional.org/history-of-gba/. Last accessed 7-17-2018.
Giadrossich, F., Schwarz, M., Cohen, D., Cislaghi, A., Vergani, C., Hubble, T. Phillips, C., and Stokes, A. (2017). Methods to measure the mechanical behavior of tree roots: a review. Ecological Engineering, 109, 256-271.
Gray, D.H., and Sotir, R.B. (1996). Biotechnical and soil bioengineering slope stabilization: a practical guide. John Wiley and Sons, New York.
Green, D.W.; Shelley, B.E.; Vokey, H.P. (eds). (1989). In-grade testing of structural lumber. Proceedings 47363. Madison, WI: Forest Products Society.
Hales, T.C., Ford, C.R., Hwang, T., Vose, M., and Band, L.E. (2009). Topographic and ecological controls on root reinforcement. Journal of Geophysical Research, 114, F03013.
Hollis, L., and Turner, R.E. (2018). The tensile root strength of five emergent coastal macrophytes. Aquatic Biology, 146, 39-47.
Huisman, J.A., Hubbard, S.S., Redman, J.D., and Annan, A.P. (2003). Measuring soil water content with ground penetrating radar. Vadose Zone Journal, 2(4), 476-491.
Insurance Journal Inc. (2018). Trends in engineering company insurance rates for 2018. https://www.insurancejournal.com/news/national/2016/03/18/402368.htm. Last accessed 7-17-2018.
James, K., Hallam, C., and Spencer, C. (2013). Tree stability in winds: measurements of root plate tilt. Biosystems Engineering, 115, 324-331.
Jin, Z., Hewitt-Dundas, N., and Thompson, N.J. (2004). Innovativeness and performance: evidence from manufacturing sectors. Journal of Strategic Management, 12(4).
Keman, A., Binley, A., Cassiani, G., Niederleithinger, E., Revil, A., and 9 others (2012). An overview of the spectral induced polarization method for near-surface applications. Near Surface Geophysics, 10(6), 453-468.
Liang, T. Bengough, A.G., Knappet, J.A., Muir Wood, D., Loades, K.W., Hallett, P.D., Boldrin, D., Leung, A.K., and Meijer, G.J. (2017). Scaling of the reinforcement of soil slopes by living plants in a geotechnical centrifuge. Ecological Engineering, 109, 207-227.
Long, E. (2017). Soaring construction costs threaten infrastructure push. Progressive Policy Institute, Washington, D.C.
Ma, Z., Gui, D., Xu, X., Lu, M., Bardgett, R.D., Eissenstat, D.M., McCormack, M.L., and Hedin, L.O. (2018). Evolutionary history resolves global organization of root functional traits. Nature, 555, 94-97.
Mary, B., Saracco, G., Peyras, L., Vennetier, M., Meriaux, P., and Camerlynck, C. (2016). Mapping tree root systems in dikes using induced polarization: Focus on the influence of soil water content. Journal of Applied Geophysics, 135, 387-396.
Madsen, B. (1975). Moisture content – strength relationship for lumber subjected to bending. Department of Civil Engineering, University of British Columbia. Published from Canadian Journal of Civil Engineering by permission of National Research Council Canada.
Munfakh, G., Arman, A., Collin, J. G., Hung, J. C.-J., and Brouillette, R. P. (2001). "Shallow Foundations Reference Manual." FHWA, U.S. Department of Transportation, Washington, DC.
Nichols, P., McCallum, A., and Lucke, T. (2017). Using ground penetrating radar to locate and categorize tree roots under urban pavements. Urban Forestry and Urban Greening, 27, 9-14.
Pawlik, L., and Kasprzak, M. (2018). Regolith properties under trees and the biomechanical effects caused by tree root systems as recognized by electrical resistivity tomography. Geomorphology, 200, 1-12.
Peck, R.B., Hanson, W.E., and Thornburn, T.H. (1973). Foundation Engineering. John Wiley & Sons, New York, Second Edition.
Pollen, N., and Simon, A. (2005). Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model. Water Resources Research, 41, W07025.
Raz-Yaseef, N., Koteen, L., and Baldocchi, D.D. (2013). Coarse root distribution of a semi-arid oak savanna estimated with ground penetrating radar. Journal of Geophysical Research Biogeosciences, 118, 135-147.
Sowers, G. F. (1961). The bearing capacity of friction pile groups in homogeneous clay from model studies. Proc. 5th Int. Conf. Soil Mech. Found. Eng., Paris, Vol. 2, 155 - 161.
Spatz, H., and Bruechert, F. (2000). Basic biomechanics of self-supporting plants: wind loads and gravitational loads on a Norway Spruce tree. Forest Ecology and Management, 135, 33-44.
Stocks-Fischer, S., Galinat, J. K., and Bang, S. S. (1999). "Microbiological precipitation of CaCO3." Soil Biology and Biochemistry, 31(11), 1563-1571.
Stoffel, M., Bollschweiler, M., Butler, D.R., and Luckman, B.H. editors (2010). Tree rings and natural hazards: a state-of-art. Springer, Heidelberg, New York, London.
Tschebotarioff, G. P. (1951). Soil mechanics, foundations and earth structures. McGraw Hill Civil Engineering Series, New York.
United States Department of Agriculture (USDA) (1999). Air Drying of Lumber. Forest Products Laboratory. 1999.
Air drying of lumber. Gen. Tech. Rep. FPL–GTR–117. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory
Wu, T.H., McOmber, R.M., Erb, R.T., and Beal, P.E. (1988a). Study of soil-root interaction. Journal of Geotechnical Engineering, 114(12), 1351-1375.
Wu, T.H., Lan, C., and Beal, P.E. (1988b). In situ shear test of soil-root systems. Journal of Geotechnical Engineering, 114(12), 1376-1394.
Wu, T.H. (2005). Slope stabilization, in Slope Stabilization and Erosion Control a Bioengineering Approachedited by Roy, Morgan and Rickson. E and FN Spon, an imprint of Chapman and Hall, London.

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Go to Geo-Congress 2020
Geo-Congress 2020: Biogeotechnics (GSP 320)
Pages: 29 - 38
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

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Published online: Feb 21, 2020

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Bret N. Lingwall [email protected]
Assistant Professor, South Dakota School of Mines and Technology, Rapid City, SD. E-mail: [email protected]

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