Abstract

In this work, a thermo-mechanical (TM) numerical approach is presented and applied to investigate the stress-strain evolution of an alpine rock-slope located in the Central Italian Alps (Sondrio Province). Along the “Cimaganda” slope a massive rockslide event occurred around 900 A.D. mobilizing an estimated volume of 7.5 Mm3 of material, and reaching the bottom of the valley. Interest in this historic event was raised again in recent times, as a new rockslide took place in 2012, mobilizing 20.000 m3 of rock material and blocking the SS36 National Road.To understand the general evolution of the Cimaganda rock slope, the recent geomorphological history of the Valley (post Last Glacial Maximum) was considered. In particular, to explore how glacial loading and unloading, associated with thermo-mechanical processes can promote rock mass damage, a 2D DEM numerical approach was adopted, calibrated upon the collected experimental and field data, and supported by a 2D FEM analysis to simulate transient heat diffusion over the Valley cross-section due to ice retreat and paleo-temperature evolution. Results show a clear relation between TM stresses and the occurrence of rock-mass damage and slip propagation along discontinuities. Simulated displacement and the development of a deep region of shear strain localization, allow to highlight the significance of temperature influence in preparing the rock slope to instability.

Highlights

  • Large rockslide events and deep-seated gravitational slope deformations (DSGSD), result from a complex time-dependent interaction among different geological, geomorphological and climatic factors [1]

  • A TM semi-coupled approach is applied to investigate the stress-strain evolution of an alpine rock slope, considering both glacial unloading and paleo-temperature evolution resulting from the Last Glacial Maximum (LGM) conditions

  • Results showed a clear relation between TM stresses and the occurrence of rock-mass damage and slip propagation along discontinuities

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Summary

Introduction

Large rockslide events and deep-seated gravitational slope deformations (DSGSD), result from a complex time-dependent interaction among different geological, geomorphological and climatic factors [1]. Even if the role of temperature in alpine slope instabilities has been widely recognized [2,3], the role of Thermo-Mechanical (TM) and Thermo-Hydro-Mechanical (THM) couplings in driving rockslope failure is still little explored. Glacial unloading is often suggested to be the predominant mechanism leading to the development of rock mass tensile damage and large-scale stress release [1,4,5,6]. A TM semi-coupled approach is applied to investigate the stress-strain evolution of an alpine rock slope, considering both glacial unloading and paleo-temperature evolution resulting from the Last Glacial Maximum (LGM) conditions. A massive rockslide event (the Cimaganda rockslide) occurred around 900 A.D

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