Hydro-mechanical analysis of a surficial landslide triggered by artificial rainfall: the Ruedlingen field experiment

Panos Sitarenios, Francesca Casini, Amin Askarinejad, Sarah Springman

Research output: Contribution to journalArticlepeer-review

3 Citations (Scopus)
34 Downloads (Pure)

Abstract

This paper interprets the hydromechanical behaviour of a steep, forested, instrumented slope during an artificial rainfall event, which triggered a shallow slope failure 15 h after rainfall initiation. The soil's mechanical response has been simulated by coupled hydro-mechanical finite-element analyses, using a critical state constitutive model that has been extended to unsaturated conditions. Failure occurs within a colluvium shallow soil cover, characterised as a silty sand of low plasticity. The hydraulic and mechanical parameters are calibrated, based on an extended set of experimental results, ranging from water retention curve measurements to triaxial stress path tests under both saturated and unsaturated conditions. Rainfall is simulated as a water flux at the soil surface and suitable boundary conditions account for the hydromechanical interaction between the soil cover and the underlying bedrock. The results are compared with field data of the mechanistic and the hydraulic responses up to failure and are found to provide a very satisfactory prediction. The study identifies water exfiltration from bedrock fissures as the main triggering agent, resulting in increased pore pressures along the soil-bedrock interface, reduced available shear strength and cause extensive plastic straining, leading to the formation and propagation of a failure surface.

Original languageEnglish
Pages (from-to)96-109
Number of pages14
JournalGeotechnique
Volume71
Issue number2
Early online date30 Sep 2019
DOIs
Publication statusPublished - Feb 2021

Bibliographical note

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Funding Information:
ACKNOWLEDGEMENTS This research was funded by the Competence Centre for Environment and Sustainability (CCES) within the frame-work of the TRAMM project and included other resources provided by the ETH Research Fund and EU project of SafeLand (EU FP7 grant agreement no. 226479). The authors are grateful to the Ruedlingen Council, especially Mrs Leutenegger (President) and her deputy, Mr Kern, the fire station, the farmers, foresters and communities of Ruedlingen and Buchberg. D. Akca, E. Bleiker, C. Brönnimann, L. Colombo, M. Denk, S. Durot, A. Ehrbar, F. Gambazzi, R. Herzog, M. Iten, P. Kienzler, J. Laue, G. Michlmayr, F. Morales, C. Rickli, R. Rohr, A. Schmid, M. Schwarz, M. Sperl, M. Staehli, K. Steiner, B. Suski, A. Volkwein, A. von Botticher, C. Wendeler, F. Wietlisbach and the late A. Zweidler are thanked for their contributions to this project. The first author wishes also to acknowledge the financial support of ETH Zurich and the University of Rome Tor Vergata and to express his gratitude to Professor Sarah Springman and Associate Professor Francesca Casini for facilitating funding of the present research.

Publisher Copyright:
© 2021 ICE Publishing. All rights reserved.

Funder

This research was funded by the Competence Centre for Environment and Sustainability (CCES) within the frame-work of the TRAMM project and included other resources provided by the ETH Research Fund and EU project of SafeLand (EU FP7 grant agreement no. 226479). T

Keywords

  • landslides
  • numerical modelling
  • partial saturation
  • numerical modeling

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Earth and Planetary Sciences (miscellaneous)

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