Abstract
Roots play an important role in stabilizing and strengthening soil. This article aims to study the mechanical properties of the interface between soil and roots with branches, using the pullout test method in the laboratory. The mechanical properties of the soil–root with branches interface is determined through the pullout-force and root-slippage curve (F–S curve). The results of investigating 24 Pinus tabulaeformis single roots and 55 P. tabulaeformis roots with branches demonstrated three kinds of pullout test failures: breakage failure on branching root, breakage failure on branching node, and pullout failure. The branch angle had a remarkable effect on the failure mode of the roots with branches: the maximum pullout force increased with the sum of the branch diameters and the branch angle. The peak slippage and the initial force had a positive correlation with the sum of the branch diameter. The significance test of correlation between branch angle and the initial force, however, showed they had no correlation. Branch angle and branch root diameter affect the anchorage properties between root system and soil. Therefore, it is important to investigate the anchorage mechanics of the roots with branches to understand the mechanism of root reinforcement and anchorage.
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References
Achim A, Nicoll BC (2009) Modelling the anchorage of shallow-rooted trees. Forestry 82(3):273–284
Bailey PHJ, Currey JD, Fitter AH (2002) The role of root system architecture and root hairs in promoting anchorage against uprooting forces in Allium cepa and root mutants of Arabidopsis thaliana. J Exp Bot 53(367):333–340
Cofie P, Koolen AJ (2001) Test speed and other factors affecting the measurements of tree root properties used in soil reinforcement models. Soil Tillage Res 63:51–56
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
Crook MJ, Ennos AR (1998) The increase in anchorage with tree size of the tropical tap rooted tree Mallotus wrayi, King (Eufporbiaceae). Ann Bot 82:291–296
Dupuy L, Fourcaud T, Stokes A (2005) A numerical investigation into the influence of soil type and root architecture on tree anchorage. Plant Soil 278:119–134
Dupuy LX, Fourcaud T, Lac P, Stokes A (2007) A generic 3D finite element model of tree anchorage integrating soil mechanics and real root system architecture. Am J Bot 94:1506–1514
Endo T (1980) Effect of tree roots upon the shear strength of soil. JARQ 14(2):112–115
Ennos AR (1990) The anchorage of leek seedlings: the effect of root length and soil strength. Ann Bot 65(4):409–416
Ennos AR, Fitter AH (1992) Comparative functional morphology of the anchorage systems of annual dicots. Funct Ecol 6:71–78
Ferguson PM, Thompson JN (1962) Development length for large high strength reinforcing bars. ACI Struct J 59(7):887–922
Genet M, Kokutse N, Stokes A, Fourcaude T, Cai XH, Ji JN, Mickoski 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
Ghani MA, Stokes A, Fourcaud T (2009) The effect of root architecture and root loss through trenching on the anchorage of tropical urban trees (Eugenia grandis Wight). Trees-Structure and Function 23(2):197–209
Goodman AM, Crook MJ, Ennos AR (2001) Anchorage mechanics of the tap root system of winter-sown oilseed rape (Brassica napus L.). Ann Bot 87:397–404
Ji XD, Song YP, Liu Y (2008) Effect of freeze-thaw cycles on bond strength between steel bars and concrete. J Wuhan Univ Technol Mater Sci Ed 23(4):584–588
Kamimura K, Kitagawa K, Saito S, Mizunaga H (2012) Root anchorage of hinoki (Chamaecyparis obtuse (Sieb. Et Zucc.) Endl.) under the combined loading of wind and rapidly supplied water on soil: analyses based on tree-pulling experiments. Eur J For Res 131:219–227
Kevern TC, Hallauer AR (1983) Relation of vertical root-pull resistance and flowering in maize. Crop Sci 23(2):357–363
Menzel CA (1939) Some factors influencing results of pull-out bond tests. ACI J Proc 35:517–522
Mickovski SB, Ennos AR (2002) A morphological and mechanical study of the root system of suppressed crown Scots pine Pinus sylvestris. Trees 16:274–280
Mickovski SB, Ennos AR (2003) Model and whole-plant studies on the anchorage capabilities of bulbs. Plant Soil 255:641–652
Mickovski SB, Bengough AG, Bransby MF, Davies MCR, Hallett PD, Sonnenberg R (2007) Material stiffness, branching pattern and soil matric potential affect the pullout resistance of model root systems. Eur J Soil Sci 58:1471–1481
Mickovski SB, Bransby MF, Bengough AG, Davies MCR, Hallett PD (2010) Resistance of simple plant root systems to uplift loads. Can Geotech J 47:78–95
Mickovski SB, Stokes A, van Beek R, Ghestem M, Fourcaud T (2011) Simulation of direct shear tests on rooted and non-rooted soil using finite element analysis. Ecol Eng 37:1523–1532
Ministry of Construction of People’s Republic of China (1999) Standard for soil test method. GB/T 50123-1999, Beijing (in Chinese)
Nicoll BC, Gardiner BA, Rayner B, Peace AJ (2006) Anchorage of coniferous trees in relation to species, soil type, and rooting depth. Can J For Res 36:1871–1883
Norris JE (2005a) Root reinforcement by hawthorn and oak roots on a highway cut-slope in Southern England. Plant Soil 278:43–53
Norris JE (2005b) Root mechanics applied to slope stability. Nottingham, Nottingham Trent University, PhD: 339
Peltola H, Kellomaki S, Hassinen A, Granander M (2000) Mechanical stability of Scots pine, Norway spruce and birch: an analysis of tree-pulling experiments in Finland. For Ecol Manag 135:143–153
Pollen N (2007) Temporal and spatial variability in root reinforcement of stream banks: accounting for soil shear strength and moisture. Catena 69:197–205
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
Reubens B, Poesen J, Danjon F, Geudens G, Muys B (2007) The role of fine and coarse roots in shallow slope stability and soil erosion control with a focus on root system architecture: a review. Trees 21:385–402
Riestenberg MM (1994) Anchoring of thin colluvium by roots of sugar maple and white ash on hillslopes in Cincinnati. US Geological Survey, Bulletin 2059-E
Schwarz M, Cohen D, Or D (2010) Root-soil mechanical interactions during pullout and failure of root bundles. J Geophys Res 115:F04035. doi:10.1029/2010JF001753
Schwarz M, Cohen D, Or D (2011) Pullout tests of root analogs and natural root bundles in soil: experiments and modeling. J Geophys Res 116:F02007. doi:10.1029/2009JF001603
Sellier D, Fouracud T, Lac P (2006) A finite element model for investigating effects of aerial architecture on tree oscillations. Tree Physiol 26:799–806
Sposaro MM, Chimenti CA, Hall AJ (2008) Root lodging in sunflower. Variations in anchorage strength across genotypes, soil types, crop population densities and crop developmental stages. Field Crops Res 106:179–186
Stokes A (1999) Strain distribution during anchorage failure of Pinus pinaster Ait. at different ages and tree growth response to wind-induced root movement. Plant Soil 217:17–27
Stokes A, Ball J, Fitter AH, Brain P, Coutts MP (1996) An experimental investigation of the resistance of model root systems to uprooting. Ann Bot 78:415–421
Tanaka N, Samarakoon M, Yagisawa J (2012) Effects of root architecture, physical tree characteristics, and soil shear strength on maximum resistive bending moment for overturning Salix babylonica and Juglans ailanthifolia. Landsc Ecol Eng 8(1):69–79
Thomas RE, Pollen N (2010) Modeling root-reinforcement with a fiber-bundle model and Monte Carlo simulation. Ecol Eng 36:47–61
Waldron LJ (1977) The shear resistance of root-permeated homogeneous and stratified soil. J Soil Sci Soc Am 41:843–849
Waldron LJ, Dakessian S (1981) Soil reinforcement by roots: calculation of increased soil shear resistance from root properties. Soil Sci 132(6):427–435
Wu TH, Mckinnell WP, Swanston DN (1979) Strength of tree roots and landslides on Prince of Wales Island, Alaska. Can Geotech J 16(1):19–33
Wu T, Beal P, Lan C (1988) In-situ shear test of soil-root systems. J. Geotech Eng 114(12):1376–1394
Yang Z, Jeremic B (2002) Numerical analysis of pile behaviour under lateral loads in layered elastic–plastic soils. Int J Numer Anal Meth Geomech 26:1385–1406
Zhou Y, Watts D, Li YH, Cheng XP (1998) A case study of effect of lateral roots of Pinus yunnanensis on shallow soil reinforcement. For Ecol Manag 103:107–120
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This work was financially supported by the Fundamental Research Funds for the Central Universities (No.YX2010-20), the National Natural Science Foundation of China (No.31570708, No.30901162), the Open Projects Foundation of Key Laboratory of Soil and Water Conservation & Desertification Combat (Beijing Forestry University), Ministry of Education of China (No.201002).
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Corresponding editor: Hu Yanbo
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Ji, X., Chen, L. & Zhang, A. Anchorage properties at the interface between soil and roots with branches. J. For. Res. 28, 83–93 (2017). https://doi.org/10.1007/s11676-016-0294-2
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DOI: https://doi.org/10.1007/s11676-016-0294-2