Analysis of climate-driven processes in clayey slopes for early warning system design

Author:

Cotecchia Federica1ORCID,Tagarelli Vito2ORCID,Pedone Giuseppe3ORCID,Ruggieri Gennaro1ORCID,Guglielmi Simona1ORCID,Santaloia Francesca4ORCID

Affiliation:

1. Department of Civil, Environmental, Land, Building Engineering and Chemistry – Polytechnic University of Bari, Bari, Italy

2. Department of Civil, Environmental, Land, Building Engineering and Chemistry – Polytechnic University of Bari, Bari, Italy (corresponding author: )

3. Formerly Department of Civil, Environmental, Land, Building Engineering and Chemistry – Polytechnic University of Bari, Bari, Italy

4. IRPI, National Research Council, Bari, Italy

Abstract

The activity of deep landslides in slopes formed of clayey turbidites has been observed to be connected to the climatic regime in the Mediterranean, based on field data and phenomenological interpretations. With the aim of investigating this connection, the effects of the soil–vegetation–atmosphere interaction on the piezometric regime were investigated by means of hydraulic finite-element analyses of the transient seepage across a prototype clayey slope. The ground surface condition was defined accounting for rainfall and evapotranspiration flux, estimated through the United Nations' Food and Agriculture Organization Penman–Monteith approach. The predicted excursions of the piezometric head within the slope over time were found to agree with field observations. The predicted piezometric profiles were investigated to evaluate the infiltration processes during the year and show how these bring about seasonal piezometric excursions. The results of the hydraulic analyses were then input into limit equilibrium analyses to assess the impact of the slope–vegetation–atmosphere interaction on the stability of landslide bodies of different depths. The results show how such impact depends on the stratigraphy of the slope. Furthermore, the variability of the climatic precursor of landsliding with landslide depth was characterised to guide the design of early warning systems for mitigation purposes.

Publisher

Thomas Telford Ltd.

Subject

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

Reference72 articles.

1. A warning system for rainfall-induced shallow failures

2. Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study

3. Askarinejad A (2013) Failure Mechanisms in Unsaturated Silty Sand Slopes Triggered by Rainfall. PhD thesis, ETH Zurich, Zurich, Switzerland.

4. Regional landslide-hazard assessment for Seattle, Washington, USA

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