Physical and Numerical Modeling of Clayey Slopes Reinforced with Roots
Author:
Funder
Escuela Colombiana de Ingeniería Julio Garavito
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00733-0.pdf
Reference48 articles.
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2. Mickovski SB, Van Beek LPH (2009) Root morphology and effects on soil reinforcement and slope stability of young vetiver (Vetiveria zizanioides) plants grown in semi-arid climate. Plant Soil 324:43–56. https://doi.org/10.1007/s11104-009-0130-y
3. Nawagamuwa UP, Sarangan S, Janagan B, Neerajapriya S (2014) Study on the effect of plant roots for stability of slopes. In: Landslide Science for a Safer Geoenvironment. Springer International Publishing, Cham, pp 153–158. https://doi.org/10.1007/978-3-319-05050-8_25.
4. Chenari RJ, Pishkhani SS, Fard MK, Sosahab JS (2018) Experimental and numerical investigation of dynamic properties of soil stabilized by young Vetiver. Ital Geotech J 52(1):49–58. https://doi.org/10.19199/2017.4.0557-1405.47.
5. Foresta V, Capobianco V, Cascini L (2020) Influence of grass roots on shear strength of pyroclastic soils. Can Geotech J 57:1320–1334. https://doi.org/10.1139/cgj-2019-0142
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