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Analysis of plant root-induced preferential flow and pore-water pressure variation by a dual-permeability model

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F17%3A10370195" target="_blank" >RIV/00216208:11310/17:10370195 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1139/cgj-2016-0629" target="_blank" >http://dx.doi.org/10.1139/cgj-2016-0629</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1139/cgj-2016-0629" target="_blank" >10.1139/cgj-2016-0629</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Analysis of plant root-induced preferential flow and pore-water pressure variation by a dual-permeability model

  • Original language description

    Vegetation can affect slope hydrology and stability via plant transpiration and induced matric suction. Previous work suggested that the presence of plant roots would induce preferential flow, and its effects may be more significant when the planting density is high. However, there is a lack of numerical studies on how planting density affects soil pore-water pressure and shear strength during heavy rainfall. This study aims to investigate the impact of plant root-induced preferential flow on hydromechanical processes of vegetated soils under different planting densities. Two modelling approaches, namely single-and dual-permeability models, were integrated with an infinite slope stability approach to simulate pore-water pressure dynamics and slope stability. Laboratory tests on soils with two different planting densities for a plant species, Schefflera heptaphylla, were conducted for numerical simulations. The single-permeability model overestimated the pore-water pressure in shallow soil and underestimated the infiltration depth. The dual-permeability model, which is able to model the effects of preferential flow, can better capture the observations of rapid increase of pore-water pressure and deeper pressure response in the vegetated soil. However, caution should be taken on the choice of pore-water pressure when using the dual-permeability model to assess the factor of safety. The dual-permeability model using the pore-water pressure in the preferential flow domain and that in the matrix domain would result in a lower and higher factor of safety, respectively.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10508 - Physical geography

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach<br>I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2017

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Canadian Geotechnical Journal

  • ISSN

    0008-3674

  • e-ISSN

  • Volume of the periodical

    54

  • Issue of the periodical within the volume

    11

  • Country of publishing house

    CA - CANADA

  • Number of pages

    16

  • Pages from-to

    1537-1552

  • UT code for WoS article

    000413922000003

  • EID of the result in the Scopus database

    2-s2.0-85032663625