Skip to main content

Analysis of Seasonal Slope Acceleration at the Beauregard Dam Site (Italy) Using CrEAM

  • Conference paper
  • First Online:
Engineering Geology for Society and Territory - Volume 2

Abstract

The Beauregard dam site is affected by a large creeping rockslide on the left abutment slope. Slope displacements mainly occur during spring and early summer, and correlate with elevated groundwater conditions after snow melt. The relationship between piezometric conditions and slope displacement rate is investigated with the Creep Equilibrium Analysis Method (CrEAM, Engl 2013), applying both simple and complex viscous constitutive models. Creep parameters are back-calculated using monitoring data and compared with laboratory creep test results. The analyses reveal notable differences between the viscous models performance, as well as between laboratory and back-calculated creep parameters.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 429.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 549.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 549.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Barla G, Antolini F, Barla M, Mensi E, Piovano G (2010) Monitoring of the Beauregard landslide (Aosta Valley, Italy) using advanced and conventional techniques. Eng Geol 116:218–235

    Google Scholar 

  • Engl DA (2013) The creep equilibrium analysis method (CrEAM)—a novel approach for the analysis of creeping slides in soil and rock. PhD thesis, Graz University of Technology, 227 p

    Google Scholar 

  • Martinotti ME (2010) Creep behaviour of cataclastic rock in massive rock slopes. PhD thesis, Politecnico di Torino, 233 p

    Google Scholar 

  • Schneider-Muntau B (2012) Zur Modellierung von Kriechhängen. PhD thesis, University of Innsbruck, 263 p

    Google Scholar 

  • Vulliet L, Hutter K (1988) Set of constitutive models for soils under slow movement. J Geotech Eng 114(9):1022–1041

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Daniela Anna Engl .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2015 Springer International Publishing Switzerland

About this paper

Cite this paper

Engl, D.A., Barla, G., Martinotti, M.E., Kieffer, D.S. (2015). Analysis of Seasonal Slope Acceleration at the Beauregard Dam Site (Italy) Using CrEAM. In: Lollino, G., et al. Engineering Geology for Society and Territory - Volume 2. Springer, Cham. https://doi.org/10.1007/978-3-319-09057-3_33

Download citation

Publish with us

Policies and ethics