Skip to main content
Log in

Effects of gauge length and strain rate on the tensile strength of tree roots

  • Original Paper
  • Published:
Trees Aims and scope Submit manuscript

Abstract

Root tensile strength plays an important role in soil stabilization and fixation. Testing and separating the different factors that affect root tensile strength are important. In the present study, the effects of four factors, namely, gauge length, strain rate, species, and root diameter, on root tensile strength were studied. Uniaxial tensile tests were conducted to acquire the root tensile strength of five tree species commonly growing in the mountains of northern China, namely, Chinese pine (Pinus tabulaeformis Carr.), Larch (Larix principis-rupprechtii Mayr.), White birch (Betula platyphylla Suk.), Mongolian oak (Quercus mongolicus Fisch.), and Elm (Ulmus pumila L.). Based on the results, Elm and White birch roots were the most resistant to tension, followed by Mongolian oak and Chinese pine roots. Larch roots were found to be the least resistant to tension. A power relationship was established between root diameter and root tensile strength. Based on linear regression analysis, gauge length was negatively correlated with root tensile strength. Tensile strength decreased with increasing gauge length. In addition, an unexpected variation of tensile strength was observed between two strain rates (10 and 400 mm min−1). The present study can serve as a basis for further studies on mechanical properties of root system and root reinforcement under different test circumstances, although this should be done with caution.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2

Similar content being viewed by others

References

  • Abe K, Ziemer RR (1991) Effect of tree toots on a shear zone: Modeling reinforced shear-stress. Can J For Res 21:1012–1019

    Article  Google Scholar 

  • Abernethy B, Rutherfurd ID (2001) The distribution and strength of riparian tree roots in relation to riverbank reinforcement. Hydrol Process 15:63–79

    Article  Google Scholar 

  • Bischetti GB, Chiaradia EA, Simonato T, Speziali B, Vitali B, Vullo P, Zocco A (2005) Root strength and root area ratio of forest species in Lombardy (Northern Italy). Plant Soil 278:11–22

    Article  CAS  Google Scholar 

  • Bischetti GB, Chiaradia EA, Epis T, Morlotti E (2009) Root cohesion of forest species in the Italian Alps. Plant Soil 324:71–89

    Article  CAS  Google Scholar 

  • Burroughs ER, Thomas BR (1977) Declining root strength in Douglas fir after felling as a factor in slope stability. USDA For Serv Res Paper INT-190, pp 1–27

  • Cammeraat E, van Beek R, Kooijman A (2005) Vegetation succession and its consequences for slope stability in SE Spain. Plant Soil 278:135–147

    Article  CAS  Google Scholar 

  • Castelli M, Scavia C, Bonnard C, Laloui L (2009) Mechanics and velocity of large landslides. Eng Geol 109:1–4

    Article  Google Scholar 

  • Cofie P, Koolen AJ (2001) Test speed and other factors affecting the measurements of tree root properties used in soil reinforcement models. Soil Till Res 63:51–56

    Article  Google Scholar 

  • Cofie P, Koolen AJ, Perdok UD (2000) Measurement of stress–strain relationship of beech roots and calculation of the reinforcement effect of tree roots in soil–wheel systems. Soil Till Res 57:1–12

    Article  Google Scholar 

  • Cohen D, Schwarz M, Or D (2011) An analytical fiber bundle model for pullout mechanics of root bundles. J Geophys Res 116:F03010. doi:10.1029/2010JF001886

    Article  Google Scholar 

  • Comino E, Druetta A (2010) The effect of Poaceae roots on the shear strength of soils in the Italian alpine environment. Soil Till Res 106:194–201

    Article  Google Scholar 

  • De Baets S, Poesen J, Reubens B, Wemans K, De Baerdemaeker J, Muys B (2008) Root tensile strength and root distribution of typical Mediterranean plant species and their contribution to soil shear strength. Plant Soil 305:207–226

    Article  CAS  Google Scholar 

  • Docker BB, Hubble TCT (2008) Quantifying root-reinforcement of river bank soils by four Australian tree species. Geomorphology 100:401–418

    Article  Google Scholar 

  • Fan CC, Su CF (2008) Role of roots in the shear strength of root-reinforced soils with high moisture content. Ecol Eng 33:157–166

    Article  Google Scholar 

  • Genet M, Stokes A, Salin F, Mickovski S, Fourcaud T, Dumail JF, van Beek R (2005) The influence of cellulose content on tensile strength in tree roots. Plant Soil 278:1–9

    Article  CAS  Google Scholar 

  • Genet M, Kokutse N, Stokes A, Fourcaud T, Cai XH, Ji JN, Mickovski S (2008) Root reinforcement in plantations of Cryptomeria japonica D. Don: effect of tree age and stand structure on slope stability. For Ecol Manag 256:1517–1526

    Article  Google Scholar 

  • Genet M, Stokes A, Fourcaud T, Norris JE (2010) The influence of plant diversity on slope stability in a moist evergreen deciduous forest. Ecol Eng 36:265–275

    Article  Google Scholar 

  • Gray DH, Sotir RB (1996) Biotechnical soil bioengineering slope stabilization: a practical guide for erosion control. Wiley, New York

    Google Scholar 

  • Greenway DR (1987) Vegetation and slope stability. In: Anderson MG, Richards ES (eds) Slope stability: geotechnical engineering and geomorphology. Wiley, Chichester

    Google Scholar 

  • Gyssels G, Poesen J, Bochet E, Li Y (2005) Impact of plant roots on the resistance of soils to erosion by water: a review. Prog Phys Geogr 29:189–217

    Article  Google Scholar 

  • Hales TC, Ford CR, Hwang T, Vose JM, Band LE (2009) Topographic and ecologic controls on root reinforcement. J Geophys Res 114:F03013. doi:10.1029/2008JF001168

    Article  Google Scholar 

  • Hathaway RL, Penny D (1975) Root strength in some Populus and Salix clones. New Zealand J Bot 13:333–341

    Article  CAS  Google Scholar 

  • Hengchaovanich D (1999) Fifteen years of bio-engineering in the wet tropics from A (Acacia auriculiformis) to V (Vetiveria zizanioides). In: Proceedings of the first Asia Pacific conference on ground and water bioengineering for erosion control and slope stabilisation. Manila, Philippines, April 1999. International Erosion Control Association, Steamboat Springs, USA, pp 54–63

  • Hubble TCT, Docker BB, Rutherfurd ID (2010) The role of riparian trees in maintaining riverbank stability: a review of Australian experience and practice. Ecol Eng 36:292–304

    Article  Google Scholar 

  • Jackson RB, Canadell J, Ehleringer JR, Mooney HA, Sala OE, Schulze ED (1996) A global analysis of root distributions for terrestrial biomes. Oecologia 108:389–411

    Article  Google Scholar 

  • Languerand DL, Zhang H, Murthy NS, Ramesh KT, Sanoz F (2009) Inelastic behavior and fracture of high modulus polymeric fiber bundles at high strain rates. Mat Sci Eng A 500:216–224

    Article  Google Scholar 

  • Lim J, Zheng JQ, Masters K, Chen W (2010) Mechanical behavior of A265 single fibers. J Mater Sci 45:652–661

    Article  CAS  Google Scholar 

  • Lim J, Zheng JQ, Masters K, Chen W (2011) Effects of gage length, loading rates, and damage on the strength of PPTA fibers. Int J Impact Eng 38:219–227

    Article  Google Scholar 

  • Liu J (1994) The effect of dynamic characteristics of beech and larch root strength on trafficability. In: Proceedings of the sixth European ISTVS conference, Vienna, Austria, September 28–30, pp 1–12

  • Makarova OV, Cofie P, Koolen AJ (1998) Axial stress-strain relationships of fine roots of Beech and Larch in loading to failure and in cyclic loading. Soil Till Res 45:175–187

    Article  Google Scholar 

  • Mattia C, Bischetti GB, Gentile F (2005) Biotechnical characteristics of root systems of typical Mediterranean species. Plant Soil 278:23–32

    Article  CAS  Google Scholar 

  • Mickovski SB, Hallett PD, Bransby MF, Davies MCR, Sonnenberg R, Bengough AG (2009) Mechanical reinforcement of soil by willow roots: Impacts of root properties and root failure mechanism. Soil Sci Soc Am J 73:1276–1285

    Article  CAS  Google Scholar 

  • Nilaweera NS, Nutalaya P (1999) Role of tree roots in slope stabilisation. Bull Eng Geol Env 57:337–342

    Article  Google Scholar 

  • Operstein V, Frydman S (2000) The influence of vegetation on soil strength. Ground Improv 4:81–89

    Article  Google Scholar 

  • Parr A, Cameron AD (2004) Effects of tree selection on strength properties and distribution of structural roots of clonal Sitka spruce. Forest Ecol Manag 195:97–106

    Article  Google Scholar 

  • Pollen N, Simon A (2005) Estimating the mechanical effects of riparian vegetation on stream bank stability using a fiber bundle model. Water Resour Res 41:W07025. doi:10.1029/2004WR003801

    Article  Google Scholar 

  • Schmidt KM, Roering JJ, Stock JD, Dietrich WE, Montgomery DR, Schaub T (2001) The variability of root cohesion as an influence on shallow landslide susceptibility in the Oregon Coast Range. Can Geotech J 38:995–1024

    Article  Google Scholar 

  • Sirichaisit J, Young RJ (1999) Tensile and compressive deformation of polypyridobisimidazole (PIPD)-based ‘M5’ rigid-rod polymer fibres. Polymer 40:3421–3431

    Article  CAS  Google Scholar 

  • Stokes A, Norris JE, van Beek LPH, Bogaard T, Cammeraat E, Mickovski SB, Jenner A, Di Iorio A, Fourcaud T (2008) How vegetation reinforces the soil on slopes? In: Norris J, Stokes A, Mickovski SB, Cammeraat E, Van Beek R, Nicoll BC, Achim A (eds) Slope stability and erosion control: ecotechnological solutions. Springer, New York, pp 65–118

    Chapter  Google Scholar 

  • Stokes A, Sotir R, Chen W, Chestem M (2010) Soil bio- and eco-engineering in China: past experience and future priorities Preface. Ecol Eng 36:247–257

    Article  Google Scholar 

  • Sun HL, Li SC, Xiong WL, Yang ZR, Cui BS, Tao-Yang (2008) Influence of slope on root system anchorage of Pinus yunnanensis. Ecol Eng 32:60–67

    Article  Google Scholar 

  • Tosi M (2007) Root tensile strength relationships and their slope stability implications of three shrub species in the Northern Apennines (Italy). Geomorphology 87:268–283

    Article  Google Scholar 

  • Waldron LJ (1977) The shear resistance of root permeated homogeneous and stratified soil. Am J Soil Sci 41:843–849

    Article  Google Scholar 

  • Waldron LJ, Dakessian S (1981) Soil reinforcement by roots: calculation of increased soil shear resistance from root properties. Soil Sci 132:427–435

    Article  Google Scholar 

  • Wästerlund I (1989) Strength components in the forest floor restricting maximum tolerable machine forces. J Terramech 26:177–182

    Article  Google Scholar 

  • Watson A, Phillips C, Marden M (1999) Root strength, growth, and rates of decay: root reinforcement changes of two tree species and their contribution to slope stability. Plant Soil 217:39–47

    Article  Google Scholar 

  • Wu TH, McKinnell WPIII, Swanston DN (1979) Strength of tree roots and landslides on prince of Wales island, Alaska. Can Geotech J 16:19–33

    Article  Google Scholar 

  • Zhang C, Chen L, Liu Y, Ji X, Liu X (2010) Triaxial compression test of soil-root composites to evaluate influence of roots on soil shear strength. Ecol Eng 36:19–26

    Article  Google Scholar 

  • Zhu Q, Chen L, Zhang D, Xie C (2002) Mechanisms of soil—reinforcement by roots in forest ecological systems in Gongga Mountain. J Beijing For Univ 24(4):64–67 (in Chinese)

    CAS  Google Scholar 

Download references

Acknowledgments

We thank X. Ji, H. Zhao, P. Wang and Q. Wu for their help in the experiments, data analysis and manuscript preparation and the reviewers for providing useful suggestions during the manuscript revisions. This study was financially supported by the Projects of the National Natural Science Foundation of China (Grant No. 30872067).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Chaobo Zhang.

Additional information

Communicated by S. Mayr.

C. Zhang and L. Chen contributed equally to this work.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Zhang, C., Chen, L., Jiang, J. et al. Effects of gauge length and strain rate on the tensile strength of tree roots. Trees 26, 1577–1584 (2012). https://doi.org/10.1007/s00468-012-0732-5

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00468-012-0732-5

Keywords

Navigation