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Stability of containerized urban street trees
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  • 作者:F. R. Harnas ; H. Rahardjo ; E. C. Leong ; P. Y. Tan…
  • 关键词:Containerized tree ; Urban environment ; Small ; scale model test ; Numerical modeling ; Tree stability
  • 刊名:Landscape and Ecological Engineering
  • 出版年:2016
  • 出版时间:January 2016
  • 年:2016
  • 卷:12
  • 期:1
  • 页码:13-24
  • 全文大小:1,176 KB
  • 参考文献:Altee A, Fellenius BH (1994) Physical modeling in sand. Can Geotech J 31:420–431CrossRef
    Arnold HF (1980) Trees in urban design. Van Nostran Reinhold Co., New York
    ASTM (2002a) Standard practice for classification of soils for engineering purposes (Unified Soil Classification System) (D2487-00). In: Annual book of ASTM standards, sect 04, vol 04–08. American Society for Testing and Materials (ASTM), West Conshohocken
    ASTM (2002b) Standard test methods for laboratory compaction characteristics of soil using standard effort (D698-00). In: Annual book of ASTM standards, sect 04, vol 04–08. American Society for Testing and Materials (ASTM), West Conshohocken
    ASTM (2002c) Standard test method for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter (D5084-00). In: Annual book of ASTM standards, sect 04, vol 04–08. American Society for Testing and Materials (ASTM), West Conshohocken
    ASTM (2002d) Standard test method for consolidated undrained triaxial compression test for cohesive soils (D4767-11). In: Annual book of ASTM standards, sect 04, vol 04–08. American Society for Testing and Materials (ASTM), West Conshohocken
    ASTM (2002e) Standard test method for direct shear test of soils under consolidated drained condition (D3080-11). In: Annual book of ASTM standards, sect 04, vol 04–08. American Society for Testing and Materials (ASTM), West Conshohocken
    Carmichael EM (1984) Timber engineering practical design studies. E. & F.N. Spon, London
    Ching A (1998) The effect of transplant container shape on vegetative growth and root yield of sweet potato. Acta Hortic 516:163–167
    Coutts MP (1983) Root architecture and tree stability. Plant Soil 71:171–188CrossRef
    Crook MJ, Ennos AR, Banks JR (1997) The function of buttress roots: a comparative study of the anchorage systems of buttressed (Aglaia and Nephelium ramboutan species) and non-buttressed (Mallotus wrayi) tropical tress. J Exp Bot 49:1703–1716CrossRef
    Dupuy L, 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 94:1506–1514CrossRef PubMed
    Fourcaud T, Ji J-N, Zhang ZQ, Stokes A (2008) Understanding the impact of root morphology on overturning mechanism: a modelling approach. Ann Bot 101:1267–1280CrossRef PubMed PubMedCentral
    Fredlund DG, Rahardjo H (1993) Soil mechanics for unsaturated soils. Wiley, New YorkCrossRef
    Fuller FM, Hoy HE (1970) Pile load test including quick load test method, conventional method and interpretations. Highway Res Rec 333:74–86
    Geo-Slope Ltd (2009) Stress-deformation modelling using SIGMA/W, an engineering methodology, 4th edn. Geo-Slope International Ltd., Calgary, p 325
    Holtz RD, Kovacs WD (1981) An introduction to geotechnical engineering. Prentice-Hall Inc., Englewood Cliffs
    Keong LC (2004) Wind effect on trees and roof garden. Final year project report. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore
    Lambe TW (1969) Soil mechanics. Wiley, New York, p 553
    Landis TD (1990) Containers: type and functions. In: Tree container nursery manual, vol II. Agricultural handbook. USDA Forest Service, Washington, DC
    Mattheck C (1996) Trees: the mechanical design. Springer, Heidelberg
    Meyerhof GG (1965) Shallow foundations. ASCE J Soil Mech Found Div 91:21–31
    Mickovski SB, Ennos AR (2003) Model and whole-plant studies on the anchorage capabilities of bulbs. Plant Soil 255:641–652CrossRef
    Mickovski SB, Bengough AG, Branby 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 58:1471–1481CrossRef
    Peltola H, Kellomaki S, Vaisanen H, Ikonen VP (1999) A mechanistic model for assessing the risk of wind and snow damage to single trees and stands of Scots pine, Norway spruce, and birch. Can J Forest Res 29:647–661
    Rahardjo H, Lim TT, Chang MF, Fredlund DG (1995) Shear strength characteristics of a residual soil. Can Geotech J 32:60–77CrossRef
    Rahardjo H, Harnas FR, Leong EC, Tan PY, Fong YK, Sim EK (2009) Tree stability in improved soil to withstand wind loading. Urban For Urban Green 8:237–247CrossRef
    Rakow DA (1987) Containerized trees in urban environment. J Arboric 13(12):294–298
    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(1):17–27CrossRef
    Stokes A (2002) Biomechanics of tree anchorage. Plant roots—the hidden half. Plenum, New York, pp 175–186
    Stokes A, Mattheck C (1996) Variation of wood strength in roots of forest trees. J Exp Bot 47:693–699CrossRef
    Stokes A, Ball J, Fitter AH, Brain P, Coutts MP (1996) An experimental investigation of the resistance of the model root systems to uprooting. Ann Bot 78:415–421CrossRef
    Strachan MD (1974) Tar paper containers. In: Proc N Am Containerized Forest Tree Seedling Symp, Denver, CO, USA, 26–29 Aug 1974, pp 209–210
    Tami D, Rahardjo H, Leong EC, Fredlund DG (2004) A physical model for sloping capillary barriers. Geotech Test J 27(2):173–183
    Terzaghi K (1936) The shear resistance of saturated soils and the angles between the planes of shear. In: Proc First Int Conf Soil Mech Foundation Eng, Cambridge, MA, USA, 22–26 June 1936, pp 54–56
    Terzaghi K, Peck RB, Mesri G (1996) Soil mechanics in engineering practice, 3rd edn. Wiley, New York, p 549
  • 作者单位:F. R. Harnas (1)
    H. Rahardjo (1)
    E. C. Leong (1)
    P. Y. Tan (2)
    L. F. Ow (3)

    1. School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Blk N1, #1B-36, Singapore, 639798, Singapore
    2. School of Design and Environment, National University of Singapore, 4 Architecture Drive, Singapore, Singapore
    3. CUGE Research, National Park Boards, 1 Cluny Road, Singapore, Singapore
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Life Sciences
    Landscape Ecology
    Nature Conservation
    Civil Engineering
    Environmental Management
    Landscape, Regional and Urban Planning
    Plant Ecology
  • 出版者:Springer Japan
  • ISSN:1860-188X
文摘
Trees are usually grown in containers in the nursery until they reach a certain size, whereupon they are transplanted to a permanent location. Infrastructure development has often led to the removal of large trees. To maintain lush foliage and trees of a size that benefit urban ecology, trees can be grown in containers. Containerized trees can be moved from one location to another, and this relocation does not require root pruning or crown-size reduction. The drawback to having trees in containers is the small and confined volume of the container, which limits tree root development and thus affects containerized tree stability. The objective of this study was to understand the failure mechanisms for and the effect of the root dimensions on the stability of containerized trees. Therefore, small-scale stability model tests were conducted which were verified using numerical and analytical models. The results identified two failure modes that were likely to occur: tree overturning and container overturning. The mode of failure was dependent on the root dimensions. When the trees had extended their roots deep into the container, the whole container would overturn in the event of failure due to increased root confinement and shear resistance of the soil. On the other hand, the main failure mechanism when there was shallow root development was the uplifting of the tree from the container while the container remained upright. The results from numerical and analytical models were consistent with those obtained during the small-scale model stability tests.

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