Hydrology and Earth System Sciences
Hydrology and Earth System Sciences
HESS
Articles | Volume 24, issue 4
Articles | Volume 24, issue 4
https://doi.org/10.5194/hess-24-1669-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/hess-24-1669-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
Articles | Volume 24, issue 4
Technical note
 | 
07 Apr 2020
Technical note |  | 07 Apr 2020

Technical note: The beneficial role of a natural permeable layer in slope stabilization by drainage trenches

Gianfranco Urciuoli, Luca Comegna, Marianna Pirone, and Luciano Picarelli

Viewed

Total article views: 1,843 (including HTML, PDF, and XML)
HTML PDF XML Total BibTeX EndNote
1,193 591 59 1,843 69 65
  • HTML: 1,193
  • PDF: 591
  • XML: 59
  • Total: 1,843
  • BibTeX: 69
  • EndNote: 65
Views and downloads (calculated since 09 Dec 2019)
Cumulative views and downloads (calculated since 09 Dec 2019)

Viewed (geographical distribution)

Total article views: 1,843 (including HTML, PDF, and XML) Thereof 1,602 with geography defined and 241 with unknown origin.
Country # Views %
  • 1
1
 
 
 
 

Cited

Latest update: 18 May 2025
Download
Short summary
The aim of this paper is to demonstrate, through a numerical approach, that the presence of soil layers of higher permeability, a not unlikely condition in some deep landslides in clay, may be exploited to improve the efficiency of systems of drainage trenches for slope stabilization. The problem has been examined for the case that a unique pervious layer, parallel to the ground surface, is present at an elevation higher than the bottom of the trenches.
Read more
Share