Instytut Budownictwa Wodnego
Polskiej Akademii Nauk

Essay #9024 details

ATTRIBUTEVALUE
typeA
database id9024
titleConstitutive modelling of root-reinforced granular soils – preliminary studies
authorsŚwitała B.1, Fern E. J.2
affiliations
pages103 — 113
DOI10.22630/PNIKS.2018.27.2.10
full text linkhttp://iks_pn.sggw.pl/PN80/A1/art1.pdf
keywordsconstitutive modelling, root-reinforcement, granular soil, numerical modelling
abstractsA novel solution for the problem of modelling of soil reinforced with vegetation roots. An extension of the Nor–Sand model and its application to granular saturated or dry, soil–root composites. Model implementation in MATLAB: numerical simulations of drained triaxial compression tests, investigation of the sensitivity of the solution to different values of model parameters. Capturing the most important features of soil–root composites. Accounting for the progressive activation of the root’s strength. Indication of the ability of further model application to large-scale problems, such as slope or dune stability.
attributes [reviewed] [scientific]
languageen
PART OF
typeC
database id9023
year2018
seriesScientific Review Engineering and Environmental Sciences
issueVol. 27, Issue 2

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