Thermomechanical stress–strain numerical modelling of deglaciation since the Last Glacial Maximum in the Adamello Group (Rhaetian Alps, Italy)
Introduction
Mountain slope deformations depend on many factors, including the geological setting, properties of the rock mass jointing conditions, elevation, dip of the slope geometry, earthquakes, intense rainfalls, snowmelt, and human activities. In most areas, the current slope deformation rate can also be strongly affected by deglaciation processes, including those that continued from the end of the Late Glacial stages (Cossart et al., 2008) until the early Holocene and those that occurred since the end of the Little Ice Age (LIA, ca. A.D. 1850), which have recently accelerated because of global climate change (IPCC, 2007). In the Alps, evidence of glacial retreat since the Last Glacial Maximum (LGM) is well constrained. Furthermore, since the end of the LIA, Alpine glaciers experienced significant retreat and thinning only interrupted by very brief and weak advances (Haeberli and Beniston, 1998, Oerlemans, 2005). Over the last two decades, the decrease in the size and thickness of Alpine glaciers has accelerated owing to increasing global temperatures, which have been documented by annual surveys of glaciers in the Italian Alps (e.g., Haeberli et al., 2007, WGMS, 2008, WGMS, 2012, Baroni et al., 2011, Baroni et al., 2012). As a result, ice-free areas in the vicinity of shrinking glaciers are widening and are progressively converting to a paraglacial environment where rock-slope failures and rock-mass deformations can develop (Cruden and Hu, 1993, Ballantyne, 2002).
More than 900 deep-seated gravitational slope deformations (DSGSDs; sackungen sensu Zischinsky, 1969) and ~ 790 large landslides (Agliardi et al., 2009b, Agliardi et al., 2012) have been recognised in the Alps. These features are most abundant where foliated metamorphic rocks are exposed or where strong structural constraints are present (Agliardi et al., 2009a). Glaciers covered most of the areas affected by rock slope deformations during the LGM, which reached elevations of up to 3000 m in the major valleys (Kelly et al., 2004, Bini et al., 2009). The past presence of glaciers suggests that the stress release induced by post-glacial debuttressing has played a substantial role in triggering and controlling these deformations. Many case studies have investigated the role of mass rock creep and rock mass strength degradation in the evolution of slope deformations into slope collapse events (Chigira, 1992, Evans et al., 2006). The propagation of joints and new fracturing induced by ongoing deformation can increase the displacement rate and reduce the rock mass viscosity, leading to tertiary creep conditions and ultimately to slope failure (Emery, 1978, Eberhardt et al., 2004, Eberhardt, 2006, Alonso and Pinyol, 2010).
The rock mass temperature can affect slope deformations on various time scales: (i) a seasonal scale, during which the slope stability depends strongly on the temperature, as seasonal warming and cooling (Gischig et al., 2011a, Loew et al., 2012) coupled with weathering and snowmelt (Jaboyedoff et al., 2004) cause relative offset across active fractures (Gischig et al., 2011b), which can also drive rock slope deformation at depths below the annual thermal active layer (Gischig et al., 2011a); and (ii) a 1000-year time scale, in which the rock mass temperature depends on deglaciation processes, such as the duration and the primary phases of glacial retreat from the valleys.
The primary results and conceptual elements of thermomechanical modelling performed so far (Agliardi et al., 2012, Jaboyedoff et al., 2012, Loew et al., 2012) have been limited to investigating simplified slopes and the cyclic thermal variability within the active rock layer (i.e., temperature variations in the upper 10 m caused by seasonal changes) with respect to (i) stress–strain effects along joints in the rock mass (Gischig et al., 2011a) and (ii) landslides involving jointed rock masses (i.e., falls, slides, and topples). As it results from numerical models implemented so far by various authors (Gischig et al., 2011a, Gischig et al., 2011b) the thermomechanical processes that affect the rock masses down to depths as great as 100 m can be interpreted as micro- to mesoscale fatigue processes that involve incremental slip along critically stressed discontinuities and hysteresis driven by periodic thermomechanical loading.
The main aim of this study was to model the post LGM stress–strain evolution of the Adamè Valley slopes by experiencing a thermomechanical behaviour coupled with a creep rheology of the jointed rock masses. Geomechanical field data as well as laboratory tests on intact rock samples were collected to better constrain the assumed rheology. Because no DSGSDs or large landslides are present on the slopes of the Adamè Valley, the numerical model was validated by comparing the resulting displacement rates with those available from other parts of the Alps in areas affected by ongoing gravitational processes; in this manner, the suitability of the obtained results with respect to the measured data was verified. Based on the validated model a provisional simulation was carried out by simulating the next 1000 years' stress–strain evolution of the slopes, assuming that no significant changes will exist in the climate conditions.
Section snippets
The study area
The Adamello–Presanella Group is the southernmost massif of the central Italian Alps and includes two major peaks higher than 3500 m (Cima Presanella, 3558 m, and M. Adamello, 3539 m; Fig. 1). To the north, Val di Sole and the upper Valcamonica separate the Adamello–Presanella Massif from the Ortles–Cevedale Group. The Val Giudicarie borders the Presanella Group on the east, and the Valcamonica defines the western limit of the Adamello Massif.
The summit of the massif hosts the Adamello glacier,
Materials and methods
Geomorphological and glacial geological surveys and rock mass geomechanical characterisations were used aiming at (i) reconstructing the post-LGM deglaciation history of the Adamè Valley and modelling this history as a sequence of steps representing the main phases of the valley evolution, and (ii) characterising the mechanical properties of the rock masses on a 100-metre scale, i.e., accounting for the jointing conditions using a continuum-equivalent approach (Sitharam et al., 2001).
Deglaciation history
During the LGM, the central Alps were almost completely mantled by glacial cover, which was characterised by ice caps and ice fields that fed an interconnected system of valley glaciers that reached the Alpine forelands (Fig. 9; Ehlers and Gibbard, 2004, Kelly et al., 2004, Vai and Cantelli, 2004, Bini et al., 2009). Ice completely covered the Adamè Valley. As indicated by the uppermost trimline, only sharp summit ridges and the highest peaks remained above the ice cover (Fig. 4). Based on
Conditions assumed for the numerical modelling
Stress–strain numerical modelling of the evolution of the Adamè Valley since the LGM was performed using the FLAC 7.0 two-dimensional finite difference code (ITASCA, 2011).
The numerical simulations were performed along the four transverse sections of the valley that were introduced in Section 4 (Fig. 5) using a mesh of square grids (20 × 20 m). The modelled sections along sections A–A′, B–B′, and C–C′ are 3 km long and that along section D–D′ is 3.5 km long; the total height is 1 km.
The stress–strain
Numerical modelling results
This study involved the use of a sequential approach to simulate the main stages of the Late Glacial and Holocene evolution of the Adamè Valley, starting from the LGM (26 ka). Emphasis was placed on the stages of glacial retreat responsible for the release of stress from the valley slopes. The following stages of glacial retreat were simulated as time-independent, i.e., relatively rapid compared to the interval between the two standstill stages:
- •
LG1 (correlated with the Gschnitz stage), which
Discussion
A thermomechanical approach was used to quantify the strain effects induced by the post-LGM deglaciation stress release in the Adamè Valley. An analysis of the temporal and spatial distributions of the displacements and a comparison with the strain rates measured for slopes in adjacent areas of the Alps that are affected by mass rock creep (Ambrosi and Crosta, 2006, Agliardi et al., 2012) indicate a lack of gravitational processes that typically correspond to DSGSDs or large landslides,
Conclusions
Glacial geological and geomorphological surveys combined with stress–strain numerical simulations enabled the estimation of the primary contributions to slope displacements that occurred during the post-LGM deglaciation of the Adamè Valley, which are caused by time- and thermal-independent rebounds, viscoplastic creep deformations, and thermomechanical strain effects.
The combination of field observations and numerical simulations suggest contributions from both macro- and meso-scale effects
Acknowledgements
This research was funded by the AST 2009 project of the University of Rome ‘Sapienza’: ‘Ricostruzione delle variazioni dei ghiacciai alpini e valutazione di potenziali effetti tenso-deformativi indotti dalla deglaciazione’ (Alpine glacier evolution and stress–strain effects due to deglaciation, P.I. M.C. Salvatore) and by the Italian MIUR Project (PRIN 2010–11) ‘Response of morphoclimatic system dynamics to global changes and related geomorphological hazards’ (local and national coordinator C.
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