Slope vegetation is currently finding wide applications all over the world to mitigate erosive phenomena and improve slope stability. A natural technology for slope protection has been recently developed in Italy; this uses only natural perennial grass plants with thin, deep roots with high tensile strength. The technology appears promising with regard to shallow slope instability because both the mechanical and hydrological effects of such a kind of soil vegetation may enhance the equilibrium conditions in the superficial (1 ÷ 2 m) portion of the slope. This short communication deals primarily with the positive mechanical effect of the roots in a simple infinite slope stability problem. With regard to the hydrological effects of the roots, some preliminary results of a numerical analysis are presented; in particular, for the specific case study herein discussed, such analysis allows highlighting the different roles played by deep roots permeating a cohesionless soil.
Article navigation
June 2015
Research Article|
June 01 2015
Effects of soil vegetation on shallow slope instability
Manuela Cecconi;
Manuela Cecconi
Assistant Professor
University of Perugia, Perugia, Italy
Search for other works by this author on:
Patrizio Napoli;
Patrizio Napoli
Environmental Engineer
University of Perugia, Perugia, Italy
Search for other works by this author on:
Vincenzo Pane
Vincenzo Pane
Full Professor
University of Perugia, Perugia, Italy
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
October 04 2013
Accepted:
March 13 2014
Online ISSN: 2051-803X
ICE Publishing: All rights reserved
2015
Environmental Geotechnics (2015) 2 (3): 130–136.
Article history
Received:
October 04 2013
Accepted:
March 13 2014
Citation
Cecconi M, Napoli P, Pane V (2015), "Effects of soil vegetation on shallow slope instability". Environmental Geotechnics, Vol. 2 No. 3 pp. 130–136, doi: https://doi.org/10.1680/envgeo.13.00110
Download citation file:
New and popular articles
Suggested Reading
Analysis of long-term MSW settlement based on field data measured at two closed landfills
Environmental Geotechnics (August,2024)
Consolidation of clayey gouge amid permeating rock masses
Environmental Geotechnics (June,2015)
Electrokinetic properties of pasteurii and aquimarina bacteria
Environmental Geotechnics (June,2015)
Use of new bacterial strain in solidification and stabilisation of municipal solid waste incineration fly ash
Environmental Geotechnics (September,2021)
Stimulated microbial growth for permeability reductions in granular soils
Proceedings of the Institution of Civil Engineers - Ground Improvement (October,2022)
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
