Evaluation of root reinforcement models using numerical modelling approaches

被引:0
作者
Zhun Mao
Ming Yang
Franck Bourrier
Thierry Fourcaud
机构
[1] UR EMGR,Ecole Centrale de Pékin
[2] IRSTEA,undefined
[3] UMR 1391 ISPA,undefined
[4] INRA,undefined
[5] Beijing University of Aeronautics & Astronautics,undefined
[6] UMR AMAP,undefined
[7] CIRAD,undefined
来源
Plant and Soil | 2014年 / 381卷
关键词
Numerical analysis; Direct shear test; Root traits; Root reinforcement; Landslide; Discrete element method; Finite element method;
D O I
暂无
中图分类号
学科分类号
摘要
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页码:249 / 270
页数:21
相关论文
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  • [1] Bischetti GB(2005)Root strength and root area ratio of forest species in Lombardy (northern Italy) Plant Soil 278 11-22
  • [2] Chiaradia EA(2009)Root cohesion of forest species in the Italian Alps Plant Soil 324 71-89
  • [3] Simonato T(2013)Discrete modeling of granular soils reinforcement by plant roots Ecol Eng 61 646-657
  • [4] Speziali B(2009)Linking plant morphological traits to uprooting resistance in eroded marly lands (Souhern Alps, France) Plant Soil 324 31-42
  • [5] Vitali B(2011)An analytical fiber bundle model for pullout mechanics of root bundles J Geophys Res Earth Surface (2003–2012) 116 F3-188
  • [6] Vullo P(1983)Root architecture and tree stability Plant Soil 71 171-65
  • [7] Zocco A(1979)Discrete numerical model for granular assemblies Geotechnique 29 47-1293
  • [8] Bischetti GB(2008)Using three-dimensional plant root architecture in models of shallow-slope stability Ann Bot 101 1281-418
  • [9] Chiaradia EA(2008)Quantifying root-reinforcement of river bank soils by four Australian tree species Geomorphology 100 401-134
  • [10] Epis T(2005)A numerical investigation into the influence of soil type and root architecture on tree anchorage Plant Soil 278 119-327