Second World Landslide Forum Ð 3-7 October
                2011, Rome




The Cassas Landslide and its impacts on an international
& Olympic transportation corridor: studies, monitoring,
solution and crisis plans

          Franco Oboni, Claudio Angelino, Bartolomeo Visconti
Cassas Landslide, Italy
- Volume 20 - 30 million m3
  - Lenght appx. 1.8 Km
  - Average slope 50 to 55 %
  - Slide depth appx. 60 m
Meanwhile the monitoring continued...and in Fall
2000 we witnessed what we had calculated!
Cassas Landslide
Rainfall 1998-2002
The selected drainage tunnel proved to be a difficult engineering
task due to mountain environment and geotechnical challenges.
The finished tunnel has performed satisfactorily for 5 years now,
draining more than 1300 m 3/mo of water from the slide body with
positive effects in terms of overall stability.
• Probabilistic geotechnical analyses have been successfully coupled with
  monitoring data.
• Following calibration and observation good understanding of the parameters
  influencing and dictating the behavior of the slope was achieved.
• The study also aimed at finding a correlation between antecedent rain, net of
  evapo-transpiration, and the slope response, in terms of movements.
• Rains over a period of 300 days were found to display the strongest correlation
  with inclinometers data.
• The strong correlation made it possible to propose a relationship between net
  antecedent rain and the velocity in a given point.
• As a result of the quantitative risk assessment (QRA), a drainage tunnel was
  designed and constructed to mitigate potential reactivations due to water table
  heave in case of long rainy seasons.
• The finished tunnel has drained more than 1300m 3 per month of water during 5
  years from the slide body with positive effects in terms of overall stability.

Cassass presentation WLF2 Rome

  • 1.
    Second World LandslideForum Ð 3-7 October 2011, Rome The Cassas Landslide and its impacts on an international & Olympic transportation corridor: studies, monitoring, solution and crisis plans Franco Oboni, Claudio Angelino, Bartolomeo Visconti
  • 2.
    Cassas Landslide, Italy -Volume 20 - 30 million m3 - Lenght appx. 1.8 Km - Average slope 50 to 55 % - Slide depth appx. 60 m
  • 7.
    Meanwhile the monitoringcontinued...and in Fall 2000 we witnessed what we had calculated!
  • 10.
  • 14.
    The selected drainagetunnel proved to be a difficult engineering task due to mountain environment and geotechnical challenges. The finished tunnel has performed satisfactorily for 5 years now, draining more than 1300 m 3/mo of water from the slide body with positive effects in terms of overall stability.
  • 17.
    • Probabilistic geotechnicalanalyses have been successfully coupled with monitoring data. • Following calibration and observation good understanding of the parameters influencing and dictating the behavior of the slope was achieved. • The study also aimed at finding a correlation between antecedent rain, net of evapo-transpiration, and the slope response, in terms of movements. • Rains over a period of 300 days were found to display the strongest correlation with inclinometers data. • The strong correlation made it possible to propose a relationship between net antecedent rain and the velocity in a given point. • As a result of the quantitative risk assessment (QRA), a drainage tunnel was designed and constructed to mitigate potential reactivations due to water table heave in case of long rainy seasons. • The finished tunnel has drained more than 1300m 3 per month of water during 5 years from the slide body with positive effects in terms of overall stability.