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AI Artificial Intelligence
Landslide Velocity Prediction
Applied to the Cassas Landslide, Italy
Table of contents
 Introduction
 Cassas Landslide
 Input data
 Velocity data prediction
 Past displacement prediction
 Mitigative measures
 Other applications
 End
Introduction
 "AI LANDSLIDE" analyses
monitoring data and allows
reliable predictions of landslide
velocity based on past inclino-
metric data and rainfall.
 Civil Protection Alerts can be
triggered with more reliability,
thus avoiding many costlycostly
crisis planning errorscrisis planning errors.
PARIS - LYON
GENEVA
TURIN - MILAN
GENOA - ROME
Cassas Landslide, Italy
 - Volume 20 - 30 million m3
- Lenght appx. 1.8 Km
- Average slope 50 to 55 %
- Slide depth appx. 60 m
Cassas Landslide
Rainfall 1998-2002
 The learning phase encompassed 40 points.
A.I. LANDSLIDE can already effectively
predict velocities after a rather short learning
phase!
Prediction: Velocity data 98-02
1999
1999
2000
2000
2001
2001
2002
2002
Rainfall 1990-2002
 Rainfall data from 1991 to 2002 are available.
Thus it is possible to estimate the
displacement during this period
 AI Artificial Intelligence Landslide Prediction
Past displacement
?
Displacement
 Real displacement Nov-98 to Ago-02
(46 months) Inclinometer n°3 ≈ 20.5 cm
≈ 20.5 cm
 Calculated displacement Jan-91 to Nov-98
(94 months) Inclinometer n°3 ≈ 21.1 cm
≈ 21.1cm
 According to the « AI Landslide » model the need of
implementing mitigative measures has clearly emerged. The
main scope being the depression of the ground water table
 Three alternatives have been studied with a risk management
approach:
 Deep drainage by vertical shafts and submerged
pumps
 600 m long tunnel in stable ground with ascending
drainage boreholes
 150 m long 3 x 3 m drainage tunnel in the
sliding mass with subhorizontal drains
« AI Landslide » engineering
application
 The system « AI Landslide » can be custom tailored to study
other events and phenomena than landslides.
 Practically, any activity in which the driving parameters can be
measured and identified can be studied with « AI Landslide ».
However the model has to be custom tailored for each
phenomenon:
 - Levels of water in a river or creek
 - Deformations and settlements
 - Tunnel’s convergence
 - Rock mass movements
 - Dispersion of contaminants
 - Etc.
Other « AI Landslide » applications
END
 More information in:
 www.ailandslides.com
 www.riskope.com

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AI Artificial Intelligence. Landslide velocity prediction applied to the Cassas Landslide, Piedmont, Italy

  • 1. AI Artificial Intelligence Landslide Velocity Prediction Applied to the Cassas Landslide, Italy
  • 2. Table of contents  Introduction  Cassas Landslide  Input data  Velocity data prediction  Past displacement prediction  Mitigative measures  Other applications  End
  • 3. Introduction  "AI LANDSLIDE" analyses monitoring data and allows reliable predictions of landslide velocity based on past inclino- metric data and rainfall.  Civil Protection Alerts can be triggered with more reliability, thus avoiding many costlycostly crisis planning errorscrisis planning errors.
  • 4. PARIS - LYON GENEVA TURIN - MILAN GENOA - ROME
  • 5. Cassas Landslide, Italy  - Volume 20 - 30 million m3 - Lenght appx. 1.8 Km - Average slope 50 to 55 % - Slide depth appx. 60 m
  • 7.  The learning phase encompassed 40 points. A.I. LANDSLIDE can already effectively predict velocities after a rather short learning phase! Prediction: Velocity data 98-02
  • 9. Rainfall 1990-2002  Rainfall data from 1991 to 2002 are available. Thus it is possible to estimate the displacement during this period
  • 10.  AI Artificial Intelligence Landslide Prediction Past displacement
  • 11. ?
  • 12. Displacement  Real displacement Nov-98 to Ago-02 (46 months) Inclinometer n°3 ≈ 20.5 cm ≈ 20.5 cm  Calculated displacement Jan-91 to Nov-98 (94 months) Inclinometer n°3 ≈ 21.1 cm ≈ 21.1cm
  • 13.  According to the « AI Landslide » model the need of implementing mitigative measures has clearly emerged. The main scope being the depression of the ground water table  Three alternatives have been studied with a risk management approach:  Deep drainage by vertical shafts and submerged pumps  600 m long tunnel in stable ground with ascending drainage boreholes  150 m long 3 x 3 m drainage tunnel in the sliding mass with subhorizontal drains « AI Landslide » engineering application
  • 14.  The system « AI Landslide » can be custom tailored to study other events and phenomena than landslides.  Practically, any activity in which the driving parameters can be measured and identified can be studied with « AI Landslide ». However the model has to be custom tailored for each phenomenon:  - Levels of water in a river or creek  - Deformations and settlements  - Tunnel’s convergence  - Rock mass movements  - Dispersion of contaminants  - Etc. Other « AI Landslide » applications
  • 15. END  More information in:  www.ailandslides.com  www.riskope.com