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Due to a lack of systematic observations, the intensity and volume of rock falls and rock avalanches in high mountain areas are still poorly known. Nevertheless, these phenomena could have burly consequences. To document present rock falls, a network of observers (guides, mountaineers, and hut wardens) was initiated in the Mont Blanc Massif in 2005 and became fully operational in 2007. This article presents data on the 66 rock falls (100m3 ≤ V ≤ 50,000m3) documented in 2007 (n = 41) and 2008 (n = 25). Most of the starting zones are located in warm permafrost areas, which are most sensitive to warming, and only four rock falls are clearly out of permafrost area. Different elements support permafrost degradation as one of the main triggering factors of present rock falls in high mountain areas. KeywordsRock falls-Permafrost-High alpine environments-Mountains-Mont Blanc Massif
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Landslides
DOI 10.1007/s10346-010-0206-z
Received: 26 June 2009
Accepted: 11 February 2010
© Springer-Verlag 2010
Ludovic Ravanel .Françoise Allignol .Philip Deline .Stephan Gruber .Mario Ravello
Rock falls in the Mont Blanc Massif in 2007 and 2008
Abstract Due to a lack of systematic observations, the intensity
and volume of rock falls and rock avalanches in high mountain
areas are still poorly known. Nevertheless, these phenomena could
have burly consequences. To document present rock falls, a
network of observers (guides, mountaineers, and hut wardens) was
initiated in the Mont Blanc Massif in 2005 and became fully
operational in 2007. This article presents data on the 66 rock falls
(100 m
3
V50,000 m
3
) documented in 2007 (n=41) and 2008 (n=
25). Most of the starting zones are located in warm permafrost
areas, which are most sensitive to warming, and only four rock falls
are clearly out of permafrost area. Different elements support
permafrost degradation as one of the main triggering factors of
present rock falls in high mountain areas.
Keywords Rock falls .Permafrost .High alpine
environments .Mountains .Mont Blanc Massif
Introduction
In recent years, large rock avalanches, such as the Kolka
Karmadon event in the Caucasus in 2002 (Huggel et al. 2005),
have affected high mountain areas in the world. In the Alps, those
that have occurred on the Brenva glacier (Mont Blanc Massif in
1997; Deline 2001), the Punta Thurwieser (OrtlesCevedale Massif
in 2004; Sosio et al. 2008), or the Drus (Mont Blanc Massif in 2005;
Ravanel and Deline 2008) are some of the most recent examples. A
high number of rock falls have affected alpine rock walls during the
hot summer 2003 that strongly increased the awareness of
mountaineers, mountain guides, hut keepers, and the general
public towards the connection between climate, permafrost, and
slope stability in the Alps. These phenomena can have strong
impacts on natural hazards, high mountain infrastructure stability,
and landscape evolution (cf. Haeberli et al. 1997; Davies et al. 2001;
Gruber and Haeberli 2007; Bommer et al. 2008).
The hypothesis of a relationship between these events and the
current global warming through a degradation of the rock wall
permafrost is supported by several evidences (Gruber and Haeberli
2007): (1) physical processes linking climate and collapses exist; (2)
many collapses originates from permafrost areas; (3) cracks filled
with ice are common in high mountain rock walls and, frequently,
ice is exposed in fresh detachment scars, or seeping water can be
observed, even in very dry conditions; (4) the intense rock fall
activity of the 2003 summer heat wave points to permafrost
degradation as the only plausible explanation (Gruber et al. 2004a);
and (5) permafrost degradation has been measured and is
consistent with atmospheric warming. The increase in mean
annual air temperature in the Alps during the twentieth century
exceeded 1.5°C above 2,500 m a.s.l., with an acceleration since the
early 1980s (Casty et al. 2005). Because the frequency and volume
of rock falls and rock avalanches remain poorly known, an
observation system was initiated in the FrenchItalian research
project PERMAdataROC (20062008; Deline et al. 2008a) and is
continued in the PermaNET project (Permafrost long-term
monitoring network;http://www.permanet-alpinespace.eu) since
2008. In particular, the identification and analysis of past and
present rock falls in high alpine rock walls and the establishment of
a corresponding database in support of further research are
pursued to provide a better scientific basis in the assessment of
climate change effects on rock wall stability.
This article presents an inventory and first synopsis of rock falls
having a volume >100 m
3
in the Mont Blanc Massif during 2007
and 2008. Due to its high elevationhighest peaks exceed 4,000 m
a.s.l.and strong precipitations, there are about 100 glaciers in the
massif and permafrost is generally present in steep bedrock above
2,8003,000 m a.s.l. The risk that results from the combination of
steep topography, dense infrastructure below or within rock walls,
and large tourist fluxes adds direct practical relevance to those
investigations.
Study area
The Mont Blanc Massif (Figs. 1and 2), oriented SWNE, has an
area of approximately 350 km
2
and its highest point is at
4,810 m a.s.l. Bordered by the deep valley of Chamonix in the
NW, the Val Veny in the E, and the Val Ferret in the SE, it is
characterized by an extraordinary combination of peaks and
ridges, with glaciers covering about 40% of its surface. Many of
its granitic, fractured faces and summits stand well above
3,000 m a.s.l.: the drainage divide between Rhône and Pô
basins forms a 35-km-long crest line which is continuously
above 3,300 m and locally exceeds 4,000 m a.s.l.
The Mont Blanc is mainly a granitic batholith (Fig. 1) formed
during the Hercynian orogeny by granite intrusion in the
gneissic basement (micaschists and gneiss). The Mont Blanc
summit is on the contact of these two units. The granite changes
from an intrusive position in gneiss in the SW to a tectonic
contact in the NE. Tilted towards the NW, the massif is cut in
panels by large subvertical Variscan, recurrent faults (north
south), and alpine faults (N40N60°E) with mylonitized zones
(shear zones). The Mont Blanc granite has a very coarse-grained
texture, with facies varying from microgranite to porphyroidic
granite. Multiple tectonic phases have broken up the rock with
Recent Landslides
Landslides
multiple direction planes that may overlap. Finally, the
combination of past and present glaciations, steep and fractured
rock walls, and strong relative relief results in high-magnitude
morphodynamics.
Method
First, data were collected in 2005 through observations made by a
small number of Italian and French mountain guides. Since 2007,
the observer network is operational with about 30 French and
Italian guides and additionally several hut keepers and rescue
teams. The Swiss and SW sides of the massif are not surveyed. In
addition, educational posters in huts and a website (http://edytem.
univ-savoie.fr/eboulements) invite mountaineers to send their own
observations. A form is filled for each observed rock fall or its
deposit, with the characteristics of the event: date, location,
weather and snow conditions, and volume. For each year, data on
identified events have been verified and completed on the field by
the beginning of autumn by one of the first authors to ensure a
good homogeneity of the recorded data. Furthermore, for 2007, the
number of rock falls that formed supraglacial deposits has also
been checked using aerial photographs at 1:20,000, dated
September 16, 2007. For the 2 years, this checking phase has not
revealed rock falls that were not reported by the observer network,
even in less frequented areas of the massif.
For each event, scar elevation, slope angle, and aspect of the
affected slopes are calculated using GIS ArcGIS 9.2 and a 50-m
digital elevation model (DEM; Fig. 3)enhanced to 10 m for
affected areasfor the French side of the Mont Blanc Massif and a
10-m DEM for the Italian sideno DEM at a higher resolution is
available. If aspects values and slope geometry before failures have
been as far as possible checked and corrected based on maps and
orthophotos where necessary, slope angle values have to be taken
with caution because of the small scale resolution. Deposits have
been mapped on the field or from aerial photographs for 2007,
even for the smallest rock falls which usually produce deposits of
several hundreds of square meters. Their areas have been
computed with the polygon tool of the Bayo-IGN PhotoExplorer
software. The collapsed volumes and the maximum scar depths
have been computed from the dimensions of the scars, surveyed on
the field with a Laser Technology TruPulse 200 laser rangefinder or,
when impossible, from altitudes reported on scar photographs.
Thus, the maximum depths are sometimes unknown, often given a
Fig. 1 Geological map of the Mont
Blanc area (after Leloup et al. 2005 and
Rolland et al. 2003, modified). 1
Quaternary, 2Dauphinois and Helvetic
Mesozoic sediments, 3Triassic, 4
carboniferous, 5Mont Blanc granite, 6
Variscan metamorphic rocks (gneiss), 7
undifferentiated granites, 8Penninic
klippe, 9Mont Blanc shear zone
(gneiss), 10 Versoyen + Valais, 11
internal zones, 12 mapped shear zone
network, 13 thrust, 14 late reverse fault
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minima, and the uncertainty on volumes may reach 25%. The
possible presence of permafrost is estimated from an approximate
model of the mean annual ground surface temperatures (MAGST)
of the massif, carried out using an energy balance model (TEBAL;
see Gruber et al. 2004b). MAGST values are not presented because
rock wall surface temperatures are modeled for the period 1982
2002 based on meteorological data from Corvatsch and Jungfrau-
joch stations (Switzerland) and not from the Aiguille du Midi
station (where air temperature is the only data measured, since
only February 2007); only a qualitative index of the probability of
Fig. 3 A part of the 50-m DEM used
for the study (enhanced to 10 m in the
areas affected by rock falls). Circles rock
falls in 2007 (red) and 2008 (yellow)
Fig. 2 Rock falls occurred in the Mont
Blanc Massif in 2007 (red) and 2008
(yellow). Dashed red line surveyed zone;
1Droite, 2Tour des Grandes Jorasses, 3
Dent de Jethoula, 4Tré-la-Tête
Landslides
Table 1 Characteristics of the 45 rock falls of 2007 in the Mont Blanc Massif
Site Date Location (extended Lambert II
coordinate system)
Elevation of the scar
centre (m a.s.l.)
Slope
(°)
Rock type Aspect
(°)
Deposit
area (m
2
)
Collapsed
volume (m
3
)
Max. scar
depth (m)
Permafrost occurrence Ice seen in
the scar
Granite Gneiss Unlikely Possible Likely
Dent de Jethoula R 01/08 X0958.096 Y2103.945 2,810 65 × 180 >60,000 15,000 >10 × No
Tour des Grandes
Jorasses
R 30/09 X0960.968 Y2106.695 3,830 70 × 160 20,000 10,000 >4 × Yes
Droites F 06/09 X0960.895 Y2114.435 3,360 69 × 30 20,000 7,000 >6 × Yes
Aiguille Passon F 31/08 X0960.105 Y2119.294 3,060 43 × 15 4,500 5,000 2 to 3 × ?
Aiguilles Marbrées F 12/09 X0957.370 Y2104.984 3,430 58 × 240 10,000 4,000 <2 × ?
Lex Blanche R 01/08 X0947.223 Y2097.516 3,500 53 × 90 700 3,500 6 × Yes?
Rognon inf. du Plan F 17/01 X0954.830 Y2108.538 3,310 77 × 220 450 3,000 ?
Brêche des Périades F 12/09 X0958.758 Y2107.888 3,400 48 × 310 2,500 2,500 3 to 4 × ?
Aiguilles Marbrées R 20/09 X0957.323 Y2105.093 3,430 62 × 290 ? 2,500 4 × Yes
Pointes des Hiron-
delles
F 04/08 X0961.940 Y2107.913 3,410 57 × 150 20,000 2,000 ? × ?
Aiguilles du Tacul F 12/09 X0958.677 Y2108.761 3,280 43 × 180 6,000 2,000 <2 × ?
Arête des Grands
Mulets
R 07/07 X0951.168 Y2105.665 3,270 60 × 65 3,000 1,500 ? × ?
Aiguille du Peigne F 30/08 X0953.964 Y2109.958 2,860 59 × 35 20,000 1,500 No
Petites Aiguilles
Rouges du Dolent
F 06/09 X0964.161 Y2115.395 3,450 64 × 350 2,000 1,500 ? × ?
Arête des Grands
Mulets
F 25/05 X0951.168 Y2105.665 3,270 60 × 65 2,500 1,200 ? × ?
Aiguille du Tacul F 12/09 X0958.375 Y2108.914 3,010 57 × 325 4,000 1,200 2 to 3 × ?
Rognon des Grands
Charmoz
F 30/08 X0954.716 Y2110.956 2,700 63 × 340 5,000 1,000 2 to 3 × No
Eperon de la Brenva F 21/09 X0953.133 Y2102.975 3,560 43 × 150 9,000 1,000 ? × Yes
Aiguille du Midi F 21/07 X0953.855 Y2108.800 2,940 50 × 320 4,000 900 5 × Yes
Aiguille des Pélerins F 30/08 X0954.225 Y2109.855 2,960 65 × 10 17,000 800 <2 × ?
Aiguille à Bochard F 07/09 X0957.738 Y2115.763 3,010 60 × 350 2,000 800 <2 × No
Arête des Grands
Mulets
F 22/04 X0951.168 Y2105.665 3,270 60 × 65 2,000 700 ? × ?
Rognon du Dolent F 06/09 X0963.620 Y2115.548 3,280 46 × 315 5,000 600 ? × ?
La Noire F 12/09 X0957.048 Y2106.918 3,200 43 × 180 2,500 600 <2 × ?
Arête Freshfield R 19/06 X0955.083 Y2103.898 3,610 56 × 70 3,000 448 4 × Yes
Arête Freshfield F 28/08 X0955.083 Y2103.898 3,610 56 × 70 1,000 Yes
Col sup. de la Noire F 12/09 X0957.752 Y2106.352 3,470 54 × 260 600 200 <2 × ?
Arête inf. des Cosmi-
ques
R 16/07 X0952.990 Y2107.169 3,600 39 × 140 100 180 2 to 3 × Yes
Dent du Géant F 29/06 X0958.094 Y2105.878 3,650 55 × 260 500 150 <2 × Yes?
Pointe Isabelle F 29/06 X0962.473 Y2112.373 3,270 57 × 315 800 150 <2 × ?
Pointes des Hiron-
delles
F 04/08 X0962.033 Y2108.013 3,250 58 × 40 800 150 ? × ?
La Noire F 12/09 X0957.256 Y2106.822 3,340 52 × 210 700 150 2 to 3 × ?
Aiguille du Midi F 14/07 X0953.560 Y2108.765 2,780 53 × 340 8,000 >100 <2 × ?
Grands Charmoz R 17/07 X0955.655 Y2110.868 3,060 54 × 100 ? >100 ? × ?
Recent Landslides
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existence of permafrost for each sector is proposed. Permafrost is
considered unlikely, possible, and likely when MAGST is >1°C,
between 1°C and 1°C, and <1°C, respectively.
Results: 45 observed rock falls in 2007, 21 in 2008
The database compiles the characteristics of the 45 and 21 rock falls
observed in 2007 and 2008, respectively, in the Mont Blanc Massif
(Tables 1and 2; Fig. 2).
Most of these events took place between July 15 and September
15. Few were later (up to September 30 for the Tour des Grandes
Jorasses event in 2007 on the Italian side of the massif) or earlier
(especially the first two rock falls of the Arête des Grands Mulets, in
April and May 2007)sometimes much earlier (collapse of the
Rognon Inférieur du Plan, in January 2007).
Fifty-five rock fall events (83%) occurred above 3,000 m a.s.l.
while only 48% of the studied rock walls (elevation >2,000 a.s.l.,
slope angle >37°, not covered by glaciers) are located above this
altitude. Thirty-two rock fall events (48%) occurred between 3,200
and 3,500 m a.s.l. (19% of the study area), none above 3,900 m (4%
of the study area). The highest scar is the one on Tour des Grandes
Jorasses (3,830 m a.s.l.; Fig. 4), on the Italian side.
A large number of rock falls (23%) detached on slopes with an
angle in the range 5357° (17% of the study area), but this value is
probably underestimated, given the low resolution of the DEM.
Rock falls particularly affect west and north faces, which do not
correspond to the main class of the rock walls distribution in terms
of aspect (SW).
The most important rock fall was at Tré-la-Tête (50,000 m
3
,
aspect 80°; Deline et al. 2008b; Fig. 5) in September 2008, on the
Italian side. The second largest rock fall occurred at the Dent de
Jethoula in August 2007 (15,000 m
3
, aspect 180°), also on the Italian
side, at one of the lowest elevations (2,810 m a.s.l.). The two other
main events affected the Tour des Grandes Jorasses (10,000 m
3
,
aspect 160°, Italian side; Fig. 4) and the Droites (7,000 m
3
, aspect
30°, French side), in 2007. Their scars are both located at high
elevation (3,830 and 3,620 m a.s.l., respectively).
Discussion
Rock falls, as most of the instabilities in rock slopes, are usually
related to existing fractures (mesoscale and fine-scale fracturation
is poorly studied in the Mont Blanc Massif), along which a rock
mass is destabilized by a triggering factor. The permafrost
degradation could be an important one. Only four events (6%)
are clearly out of the permafrost area. The 41 events (61%) that
occurred where permafrost presence is likely could be related to
permafrost degradation (active layer formation, active layer
thickening, or warming at depth). Historical studies that are
currently developed (e.g., Ravanel and Deline 2008) support this.
They point out a clear evolution with a strong correlation between
rock fall occurrences and the warmest periods over the last
150 years (see also Evans and Gardner 1989). It is to note that the
years 2007 and 2008 have, respectively, the seventh and eighth
highest mean annual temperatures in Chamonix for a century
(MétéoFrance data) and probably for at least 500 years (see Casty
et al. 2005). About 90% of the events took place during summer,
i.e., the hottest period of the year (Fig. 6). Massive ice has besides
been observed in about 12 scars (Fig. 4). This observation largely
corroborates the ice-filled fractures thawing. Bonding of ice-filled
fractures and its reduction or loss during degradation can be
related to a combination of ice/rock interlocking and ice/rock
Site Date Location (extended Lambert II
coordinate system)
Elevation of the scar
centre (m a.s.l.)
Slope
(°)
Rock type Aspect
(°)
Deposit
area (m
2
)
Collapsed
volume (m
3
)
Max. scar
depth (m)
Permafrost occurrence Ice seen in
the scar
Granite Gneiss Unlikely Possible Likely
Aiguille du Midi F 12/09 X0953.383 Y2108.495 3,020 48 × 330 ? >100 ? × ?
Aiguille de Talèfre F 12/09 X0961.795 Y2110.515 3,430 48 × 235 8,000 >100 <2 × ?
Aiguille de Thoules F 12/09 X0955.985 Y2104.245 3,310 38 × 120 3,500 >100 <2 × ?
Courtes F 12/09 X0961.545 Y2113.318 3,320 44 × 220 ? >100 <2 × ?
Aiguille Pierre Joseph F 29/06 X0960.579 Y2110.935 3,060 43 × 325 800 100 <2 × ?
Aiguille de Blaitière F 16/07 X0954.483 Y2110.565 2,870 69 × 290 700 100 4 × No
Aiguille des Pélerins F 21/07 X0954.218 Y2109.700 3,250 38 × 310 ? 100 3 to 4 × ?
Arête inf. des Cosmi-
ques
R 29/07 X0952.972 Y2107.156 3,580 48 × 140 300 100 < 2 × ?
Aiguille du Tacul R 24/08 X0958.264 Y2108.845 2,880 67 × 280 500 100 ? × ?
Rognon du Dolent F 06/09 X0963.558 Y2115.531 3,200 64 × 275 400 100 <2 × ?
Pointe de Pré Bar F 06/09 X0964.498 Y2113.460 3,230 59 × 335 300 100 <2 × ?
Means 3,253 55 40 5 202 7,000 >1,600 3.3
Total (45) >260,000 >73,000 3 12 30 >10
Uncertainty on volumes can reach 25%
Rthe date of the rock fall, Fthe date of the first observation of the deposit
Table 1 Continued
Landslides
Table 2 Characteristics of the 21 rock falls of 2008 in the Mont Blanc Massif
Site Date Location (extended Lambert II
coordinate system)
Elevation of the scar
centre (m a.s.l.)
Slope
(°)
Rock type Aspect
(°)
Deposit
area (m
2
)
Collapsed
volume (m
3
)
Max. scar
depth (m)
Permafrost occurrence Ice seen in
the scar
Granite Gneiss Unlikely Possible Likely
Epaule orientale de
Tré-la-Tête
R 10/09 X0948.895 Y2097.758 3,400 66 × 80 150,000 50,000 >20 × ?
Aiguille de Thoules R 09/07 X0956.068 Y2104.465 3,410 49 × 162 10,000 5,000 ?
Arête des Grands
Montets
F 07/08 X0958.879 Y2115.033 3,600 40 × 290 ? 3,500 8 × Yes
Aiguille du Midi F 29/06 X0952.905 Y2108.520 2,920 56 × 315 7,000 3,000 ? × ?
Périades F 26/06 X0958.397 Y2106.941 3,270 52 × 299 4,000 1,500 5 × ?
Aiguille du Char-
donnet
F 03/08 X0960.505 Y2118.177 3,060 53 × 287 3,000 1,500 3 × ?
Aiguille à Bochard F 23/06 X0957.710 Y2115.740 3,070 60 × 358 4,000 1,200 5 × ?
Aiguille du Passon F 26/06 X0960.295 Y2119.220 3,110 52 × 344 2,500 1,200 2 × ?
Aiguille du Tacul F 26/06 X0958.440 Y2109.044 3,090 41 × 276 8,000 1,000 > 2 × ?
Aiguille du Tacul F 14/08 X0958.750 Y2109.273 3,000 58 × 339 ? 900? 5 × Yes
Grands Charmoz R 23/08 X0954.720 Y2110.950 2,720 69 × 339 2,000 500 2 × ?
Aiguilles Marbrées F 14/08 X0957.385 Y2104.983 3,480 56 × 244 1,000 400 4 × ?
Tour Ronde R 20/08 X0955.093 Y2104.250 3,450 43 × 48 1,200 400 ? × ?
Droites R 24/06 X0960.015 Y2113.873 3,640 49 × 211 ? >300 <2 × ?
Droites F 23/07 X0960.885 Y2114.395 3,520 44 × 61 ? 300? ? × ?
Aiguille de Blaitière F 26/06 X0954.493 Y2110.518 2,880 72 × 174 ? 250 <1 × ?
Aiguilles dEntrèves F 29/06 X0955.938 Y2103.822 3,250 55 × 59 800 250 2 × ?
Aiguille du Midi R 05/08 X0952.403 Y2107.696 3,000 65 × 295 ? >200 ? × ?
Aiguille du Goûter F 12/06 X0949.154 Y2105.317 3,380 40 × 8 300 200 3 × ?
Mont Dolent F 18/08 X0965.270 Y2113.390 3,530 55 × 85 ? >100 ? × ?
Pointe Adolphe
Rey
R 05/08 X0954.460 Y2105.146 3,420 49 × 22 ? >100 ? × ?
Means 3,248 54 18 3 205 15,000 >3,200 4,6
Total (21) >194,000 >67,000 1 9 11 2
Uncertainty on volumes can reach 25%
Rthe date of the rock fall, Fthe date of the first observation of the deposit
Recent Landslides
Landslides
adhesion (Gruber and Haeberli 2007). Moreover, many events
have originated from ridges and spurs, possibly due to more
rapid thaw in such geometries (Noetzli et al. 2007). Two of the
three main events, the Tour des Grandes Jorasses and the Tré-la-
Tête events, occurred in September, i.e., when the active layer
(i.e., the top layer of the permafrost that thaws during the
summer) is almost the deepest (see Gruber et al. 2004a). The
parameter permafrostcould also explain the development of
collapses in cold and deemed stable north faces. The average
altitude of scars on north-facing slopes is indeed well smaller
(3,090 m a.s.l.) than the one of the west-facing (3,270 m a.s.l.) and
especially the ones of the east-facing (3,390 m a.s.l.) and south-
facing slopes (3,370 m a.s.l.). This asymmetry is consistent with
the temperature distribution at and below the surface of steep
rock walls (see Noetzli et al. 2007). However, there is no clear
trend regarding the orientation of the rock walls affected by the
most important rock falls: among the six events with a volume
5,000 m
3
, three have affected south faces, one a west face, one a
NE face, and one a north face. Several years of observations are
probably necessary to establish a relationship between aspect and
volume of the scars.
Mean annual air temperature of 2007 and 2008 at the Aiguille
du Midi are quite the same (7.5°C and 7.8°C, respectively) as the
summer temperatures (Fig. 6) and cannot explain the significant
difference in number of events between 2007 and 2008. Only the
April mean temperature was really higher in 2007 (5.8°C) than in
2008 (12.2°C). So, the thawing period should have begun earlier in
2007 than in 2008. Concerning precipitations, summer 2007 has
been largely wetter than summer 2008 (Fig. 6). With higher air
temperatures, percolating water in fractures could have more
degraded permafrost by advection of heat, in complement of
slower heat conduction from the surface (see Gruber and Haeberli
2007). This may explain, at least in part, the difference in number
of events (45 rock falls in 2007, 21 in 2008).
Fig. 4 The September 2007 rock fall at
the Tour des Grandes Jorasses, seen
from the bottom of the rock wall, and
its scar. Black arrow shows massive ice
still present in the scar 2 weeks after
the rock fall. The seeping water in the
lower part of the scar corresponds to
just melt ice
Landslides
Fig. 5 The rock fall of Tré-la-Tête
occurred in September 2008. Left
September 2005, right October 2008
(ph. M. Tamponi)
Fig. 6 a 2007 and 2008 monthly
means of the daily temperature at the
Aiguille du Midi (3,842 m a.s.l.); b2007
and 2008 monthly precipitation
amounts in Chamonix (1,042 m a.s.l.).
Data from MétéoFrance
Recent Landslides
Landslides
Concluding remarks and prospects
Developed since 2005, a network of rock fall observers in the Mont
Blanc Massif surveys for the first time and as exhaustively as
possible the rock instability in high alpine steep rock walls. In 2007
and 2008, 66 events were observed and documented. Most of the
starting zones are located in warm permafrost areas (0 to 5°C; see
Noetzli et al. 2003), which is most sensitive to warming. For several
rock falls, massive ice has been observed in the detachment zone;
this supports the relevance of the thaw of the ice, which fills
fractures in high alpine rock walls (ice-cemented).
Permafrost conditions seem today more and more important
because warming is thought to be a mechanism through which
climate controls rock wall stability and, consequently, natural
hazard in mountain areas. Thus, to study the role of permafrost
degradation in rock fall triggering, subsurface rock temperature
has to be modeled for each rock fall scar. A standard statistical
analysis of the distribution of rock walls, according to elevation
and aspect, is in progress. It is complemented by historical
research to characterize the recent evolution of the frequency and
volume of rock falls, which is essential to argue that global
warming is affecting rock fall triggering through permafrost
degradation.
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L. Ravanel ()).F. Allignol .P. Deline
Laboratoire EDYTEM, Université de Savoie, CNRS,
73376 Le Bourget-du-Lac, France
e-mail: Ludovic.Ravanel@univ-savoie.fr
S. Gruber
Glaciology, Geomorphodynamics and Geochronology, University of Zurich,
Winterthurerstrasse 190,
CH-8057 Zurich, Switzerland
M. Ravello
11015 La Salle, AO, Italy
Landslides
... In high mountain environments, mid-sized rock slope failures (a few hundreds to a few tens of thousands of cubic metres) have shown an increase in their frequency in concomitance with increasing air temperature since the 1990s (Fischer et al., 2012;Ravanel et al., 2010;, especially during the recent summer heat waves (Fischer et al., 2012;Legay et al., 2021;Paranunzio et al., 2019;Ravanel et al., 2017;Temme, 2015) or after climate anomalies (Paranunzio et al., 2016). Numerous thermohydro-mechanical processes are possibly causing the destabilisation of permafrost-affected rock-walls Krautblatter et al., 2013). ...
Article
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Although numerous recent studies have explored the relationship between permafrost degradation and rock slope failure, there is still a need for in-depth investigations to develop relevant hazard assessment approaches. We investigate the predisposing, triggering and propagation processes of a rock avalanche (c. 225,000 m3) that occurred in Vallon d'Étache (France) on 18 June 2020, whose scar was coated by ice and water. Weather records and energy balance models show that the rock avalanche occurred right after the warmest spring and winter since at least 1985, but also right after the spring with the highest water supply anomaly (snowmelt and rainfall). Measured ground surface temperature and geoelectrical surveys reveal that relatively ice-rich permafrost could exist in the NW face (release area) while it is inexistent below the SE face, contradicting certain permafrost maps. Heat transfer simulations suggest that the rock avalanche occurred during a transition from cold to warm permafrost conditions at failure depth (30 m), with a temperature increase of up to 0.6°C per decade since 2012 (when considering potential snow cover effect), and current temperature ranging between −3 and −1°C, depending on the applied model forcing. This warming certainly contributed to predispose slope to failure. In addition, the shift towards warm permafrost and water infiltration potentially enhancing permafrost degradation along fractures through heat advection or favouring the development of high hydrostatic pressures may have played as triggering factors. Finally, propagation simulations show that the rock avalanche involved several phases with different rheological properties due to the incorporation of snow and material segregation within the deposit. These new insights at various scales highlight the complexity of the triggering and propagation processes of rock slope failure occurring in high mountains, a significant part of which can be linked to snow effects on ground temperature, water supply and rheological properties.
... There are many potential rockfall triggers (Mc-Coll 2012). The key ones, sometimes acting simultaneously, include: (a) seismic activity (Kobayashi et al. 1990, Deparis et al. 2008, Kargel et al. 2016), (b) exposure and debuttressing of rockwalls as a result of glacier retreat (Ballantyne 2002, Fischer et al. 2006, Oppikofer et al. 2008, Ravanel et al. 2017, Knoflach et al. 2021, and (c) degradation of permafrost (Gruber & Haeberli 2007, Harris et al. 2009, Ravanel et al. 2010, 2017, Fischer et al. 2012, Sala et al. 2020, Savi et al. 2020, Knoflach et al. 2021. Major rockfall triggers also include heavy precipitation events, rapid snow melt, and thermal anomalies (Eberhardt 2006, Allen & Huggel 2013, Luethi et al. 2015, Paranunzio et al. 2016, 2019, Sala et al. 2020. ...
Article
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In recent decades there has been growing evidence of the impact of ongoing climate warming on the frequency of rockfalls. However, these are not adequately documented, especially in non-glaciated, high mountain regions of middle latitude. This study comprehensively documents the Turnia Kurczaba rockfall, one of the most significant rockfalls recorded in recent decades in the Tatra Mountains. The precise projections of the volumes and distribution of rock losses and deposits, the determination of the trajectories, modes and speeds of movement of rock material, as well as information on the geological, morphological, and meteorological conditions behind the Turnia Kurczaba rockfall form a unique dataset. The data documents a spectacular episode in the contemporary development of a complex slope system in the Tatras in an all-encompassing way and can be used to validate and calibrate existing models and improve numerical simulations of other rockfalls, both for hazard and risk assessment and slope evolution studies. Moreover, in the context of archival data, they demonstrate that in the Tatra sporadic permafrost zone, only relatively small rockfalls have been recorded in recent decades. Their cause was not the degradation of permafrost but freeze-thaw processes with the co-participation of rainwater and meltwater. The largest of these occur within densely fractured cataclysites, mylonites, and fault breccias. The impact of rockfalls on the morphodynamics of talus slopes is uneven in the storied arranged rock-talus slope systems. Even colluviums belonging to the same slope system can differ in their development rate and regime, and different thermal and wetness drivers can control their evolution.
... Several rock avalanches occurred over the past centuries (Deline 2001, Deline and Kirkbride 2009). Since the 2000s, the MBM has been increasingly affected by numerous small-scale rockfall events (Ravanel et al 2010, Deline et al 2012. TREF was one of the most active rock walls in the MBM during the period 2005. ...
Article
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Since the end of the 20th century, each decade has been warmer than the previous one in the European Alps. As a consequence, Alpine rock walls are generally facing high rockfall activity, likely due to permafrost degradation. We use a unique terrestrial laser scanning derived rockfall catalog over 18 years (2005–2022) compared with photographs (1859–2022) to quantify the evolution of the east face of Tour Ronde (3440–3792 m a.s.l.) in the Mont-Blanc massif (western European Alps) that is permafrost-affected. Overall, 210 rockfalls were identified, from 1 to 15 500 m³. Forty-five events were >100 m³ while cumulated volume of events <10 m³ represents <1% of the fallen rocks. The rockfall magnitude-frequency distribution of the overall inventory follows a power law, with a mean exponent b of 0.44 ± 0.03, characterizing a high contribution of large rockfalls. The depth of failure ranges from a few centimeters to more than 20 m while 95% of the rockfalls depth is <5 m, highlighting the role of the active layer. The mean rock wall erosion rate is 18.3 ± 0.2 mm yr⁻¹ for the 2005–2022 period and ranks in the top range of reported values in the Alps. It has greatly increased between the periods 2006–2014 and 2016–2022, probably in relation to a series of summer heat waves. The exceptional erosion rate of 2015 is driven by one large rockfall in August. Since 2006, an ice apron that covered 16 100 m² has now almost vanished, and the surface of the glacier du Géant at the rock wall foot has lowered by several tens of meters. The retreat of these two ice masses contributed to the rock wall instability as more than 35% of the rockfall volume detached from the deglaciated surfaces.
... These ongoing processes lead to Rock Slope Failures (RSFs; Fischer et al., 2006;Gruber and Haeberli, 2007;Huggel et al., 2010;Hartmeyer et al., 2020;Deline et al., 2021, Savi et al., 2021, defined in this study as detachment of a rock mass, whatever its volume. Investigations in the Europeans Alps have shown an increase in RSFs occurring as rockfalls, often defined as rock mass detachment of >100 m 3 Fischer et al., 2012;Temme, 2015;Paranunzio et al., 2019), especially during summer heatwaves (Ravanel et al., 2010Legay et al., 2021). Larger events can reach several millions of m 3 , sometimes mixed with ice, and are often defined as rock avalanches or rock/ice avalanches (Evans et al., 1989;Huggel et al., 2005;Jibson et al., 2006;Shugar et al., 2021). ...
... 2 Une meilleure compréhension des similitudes entre une région d'intérêt ayant fait l'objet de peu de recherches et une autre région ayant fait l'objet de nombreuses recherches peut aider à transférer les connaissances avec plus de confiance ou à justifier l'investissement dans de nouvelles recherches. Par exemple, alors que la perte de glace des glaciers et du pergélisol est corrélée à l'instabilité des pentes dans les régions de haute montagne à l'échelle mondiale (Deline et al., 2021), les études détaillées sont souvent limitées aux zones intensément étudiées en Europe (par exemple, Deline et al., 2011 ;Ravanel et Deline, 2011 ;Ravanel et al., 2010). 3 Cette étude est née de la nécessité de mieux quantifier les caractéristiques du pergélisol dans les montagnes de l'ouest du Canada afin de mieux comprendre la relation entre les changements du pergélisol et les glissements de terrain. ...
... Better understanding the similarity of a region of interest that has little previous research with another region that has dense research can help transfer knowledge with more confidence or to justify the investment into new research. For example, while ice loss from glaciers and permafrost is visibly correlated with slope instability in highmountain regions globally (Deline et al., 2021), detailed studies are often constrained to intensely studied areas in Europe (e.g., Deline et al., 2011;Ravanel and Deline, 2011;Ravanel et al., 2010). 3 This study originates from the need to better quantify permafrost characteristics in the mountains of western Canada so that the relationship of permafrost change and landslides could be better understood. ...
... Prager et al., 2008). Also, permafrost degradation starting at the beginning of the Holocene or associated groundwater regime changes should have led to an increase in rock avalanche activity (Dramis et al., 1995;Gruber and Haeberli, 2007;Parger et al., 2008;Ravanel et al., 2010). The Mer de Glace record shows stronger glacier fluctuations during the last 500 years and no clear correlation is recognizable between the rock avalanches and the glacier extent ( Figure 8). ...
Preprint
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Proglacial settings in the Alps are typically polygenetic, often characterized by a complex and discontinuous interplay between glacial, fluvial, and gravitational processes. These processes yield high volume of sediments, which usually exceeds the transportation capacity. The excessive proglacial sediment load leads to accumulation on slopes, and thus, to subsequent failures such as debris flows. Such failures can occur unexpectedly and harm the villages and infrastructure in the vicinity of proglacial environments. The northern slopes of the Ferret and Veny valleys in the Mont Blanc Massif are home to several polygenetic cones and are a stunning field laboratory for the exploration of the interplay between the glacial, fluvial, and gravitational processes. This study investigates one of the active and well-preserved polygenetic cones in these valleys, namely the Frébouge cone, to disentangle the geomorphic processes that contributed to its formation, and to reconstruct its evolution. To achieve these goals, detailed field, and remote mapping, 10Be surface exposure dating of different geomorphic features, and runout modelling with DAN3D® were applied. The geomorphological map revealed complex interactions of glacial, fluvial, debris flow, and rock and snow avalanche processes. The established chronology indicates two major fluxes of debris flows, the first one at ca. 2 ka, and the second at ca. 1 ka. In addition, a rock mass with a maximum volume of to 12 Mm3 collapsed in the upper reaches of the cone at 1.3 ± 0.1 ka and overran the cone, travelling more than 100 m up onto the opposite valley slope. Afterwards, the Frébouge Glacier overrode the cone several times leaving moraines and till, reaching its maximum extent ca. 300 years ago. This study underscores the untwisting of the complex interaction of surface processes in the Alpine valleys, which are prone to hit the urban areas and infrastructure.
Article
Although numerous recent studies have explored the relationship between permafrost degradation and rock slope failure, there is still a need for in‐depth investigations to develop relevant hazard assessment approaches. We investigate the predisposing, triggering and propagation processes of a rock avalanche (c. 225,000 m ³ ) that occurred in Vallon d'Étache (France) on 18 June 2020, whose scar was coated by ice and water. Weather records and energy balance models show that the rock avalanche occurred right after the warmest spring and winter since at least 1985, but also right after the spring with the highest water supply anomaly (snowmelt and rainfall). Measured ground surface temperature and geoelectrical surveys reveal that relatively ice‐rich permafrost could exist in the NW face (release area) while it is inexistent below the SE face, contradicting certain permafrost maps. Heat transfer simulations suggest that the rock avalanche occurred during a transition from cold to warm permafrost conditions at failure depth (30 m), with a temperature increase of up to 0.6°C per decade since 2012 (when considering potential snow cover effect), and current temperature ranging between −3 and −1°C, depending on the applied model forcing. This warming certainly contributed to predispose slope to failure. In addition, the shift towards warm permafrost and water infiltration potentially enhancing permafrost degradation along fractures through heat advection or favouring the development of high hydrostatic pressures may have played as triggering factors. Finally, propagation simulations show that the rock avalanche involved several phases with different rheological properties due to the incorporation of snow and material segregation within the deposit. These new insights at various scales highlight the complexity of the triggering and propagation processes of rock slope failure occurring in high mountains, a significant part of which can be linked to snow effects on ground temperature, water supply and rheological properties.
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Full-text available
Rockwall erosion in high-alpine glacial environments varies both temporally and spatially. Where rockwalls flank glaciers, changes in debris supply and supraglacial cover will modify ice ablation. Yet, quantifying spatiotemporal patterns in erosion across deglaciating rockwalls is not trivial. At five nearby valley glaciers around Pigne d'Arolla in Switzerland, we derived apparent rockwall erosion rates using 10Be cosmogenic nuclide concentrations ([10Be]) in medial moraine debris. Systematic downglacier sampling of six medial moraines that receive debris from rockwalls with differing orientation, slope, and deglaciation histories enabled us to assess rockwall erosion through time and to investigate how distinct spatial source rockwall morphology may express itself in medial moraine [10Be] records. Our dataset combines 24 new samples from medial moraines of Glacier du Brenay, Glacier de Cheilon, Glacier de Pièce, and Glacier de Tsijiore Nouve with 15 published samples from Glacier d'Otemma. For each sample, we simulated the glacial debris transport using a simple debris particle trajectory model to approximate the time of debris erosion and to correct the measured [10Be] for post-depositional 10Be accumulation. Our derived apparent rockwall erosion rates range between ∼ 0.6 and 10.0 mm yr−1. Whereas the longest downglacier [10Be] record presumably reaches back to the end of the Little Ice Age and suggests a systematic increase in rockwall erosion rates over the last ∼ 200 years, the shorter records only cover the last ∼ 100 years from the recent deglaciation period and indicate temporally more stable erosion rates. For the estimated time of debris erosion, ice cover changes across most source rockwalls were small, suggesting that our records are largely unaffected by the contribution of recently deglaciated bedrock of possibly different [10Be], but admixture of subglacially derived debris cannot be excluded at every site. Comparing our sites suggests that apparent rockwall erosion rates are higher where rockwalls are steep and north-facing, indicating a potential slope and temperature control on rockwall erosion around Pigne d'Arolla.
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Direct shear box tests have revealed that the stiffness and strength of an ice-filled joint are a function of both normal stress and temperature. Comparison of these data with the results of similar experiments conducted on unfrozen joints indicates that at low temperatures and normal stresses the strength of an ice-filled joint can be significantly higher than that of an unfrozen joint. However, in the absence of sufficient closure pressure, the strength of an ice-filled joint can be significantly less than that of an unfrozen joint. This implies that if the stability of a slope is maintained by ice-filled joints, its factor of safety will reduce with temperature rise. This hypothesis suggests that a jointed rock slope that is stable when there is no ice in the joints and is also stable when ice in the joints is at low temperatures will become unstable as the ice warms. Results from the model tests have confirmed this hypothesis. Copyright (C) 2001 John Wiley St Sons, Ltd.
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Glacier shrinkage in the Alps has been clearly manifest since the middle of the 19th century and could continue beyond the limits of holocene variability in the near future. Changes in Alpine permafrost are less well documented but are likely to take place at various time and depth scales. This development leads to a variety of slope stability problems in bedrock and non-consolidated sediments (moraines and scree slope). A brief overview, with references to recent literature, is given with regard to characteristic situations and interactions as illustrated by recent events observed in the Alps. The achievement of progress in recognizing and mitigating risks from such slope stability problems in high mountain areas requires improved process understanding from field observations and computer modelling, systematic investigation of natural archives reflecting former slope instability processes and adequate monitoring of potentially critical situations.
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It is hypothesized that climatic warming since 1980 increases rock wall instability in high mountains due to permafrost degradation. This is supported by the observation of ice in several rockfall scars. Due to a lack of systematic observations, magnitude and frequency of high mountain rock failures remain poorly known. As part of the French-Italian PERMAdataROC project, we apply ground-based LIDAR to monitor instability on representative permafrost-affected rock walls (3000 to 4650 m a.s.l.) in the Mont Blanc massif. Initial results indicate that rockfall activity probably relates to different conditions at the 3 reported sites. The Piliers de Frêney and Grand Pilier d’Angle, both above 4000 m, are virtually stable (0 m³ of rockfalls) and indicate conservation of permafrost at high altitudes even on south-facing rock walls. With a probably critical state of permafrost, Tour Ronde E-Face and Arête Freshfield NE-Face (3460–3792 m) released ca. 1000 m³ of rockfall from 2005–2007. On Les Drus (2700–3700 m a.s.l.), 560 m³ of rockfalls were observed; we argue that these occur due to slope readjustment to the 2005 rock avalanche and are not directly linked to permafrost degradation
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Exceptional rockfall occurred throughout the Alps during the unusually hot summer of 2003. It is likely related to the fast thermal reaction of the subsurface of steep rock slopes and a corresponding destabilization of ice-filled discontinuities. This suggests that rockfall may be a direct and unexpectedly fast impact of climate change. Based upon our measurements in Alpine rock faces, we present model simulations illustrating the distribution and degradation of permafrost where the summer of 2003 has resulted in extreme thaw. We argue that hotter summers predicted by climate models for the coming decades will result in reduced stability of many alpine rock walls.
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Glacier retreat and permafrost changes, as related to climate change, are supposed to affect sta- bility conditions of steep rock walls in cold mountain ranges. Several rock-fall events, which have occurred in the European Alps during the 20 th century, are possibly related to warm permafrost. This study undertakes a systematic parameterization of rock-fall events in order to increase information about thermal and topographic conditions under which rock instabilities develop in areas of mountain permafrost. Thermal conditions of historically documented starting zones are parameterized by applying either empirical rules or GIS-based spatial models; slope is derived from DTMs. Despite the relatively small number of events documented so far (around 20), the first results presented clearly indicate that the factor 'permafrost' must be considered in con- nection with rock-falls from high mountain slopes.
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Direct shear box tests have revealed that the stiffness and strength of an ice‐filled joint are a function of both normal stress and temperature. Comparison of these data with the results of similar experiments conducted on unfrozen joints indicates that at low temperatures and normal stresses the strength of an ice‐filled joint can be significantly higher than that of an unfrozen joint. However, in the absence of sufficient closure pressure, the strength of an ice‐filled joint can be significantly less than that of an unfrozen joint. This implies that if the stability of a slope is maintained by ice‐filled joints, its factor of safety will reduce with temperature rise. This hypothesis suggests that a jointed rock slope that is stable when there is no ice in the joints and is also stable when ice in the joints is at low temperatures will become unstable as the ice warms. Results from the model tests have confirmed this hypothesis. Copyright © 2001 John Wiley & Sons, Ltd. RÉSUMÉ Des tests de cisaillement directs ont révélés que la rigidité et la résistance d'un joint rempli de glace est fonction à la fois de la contrainte normale et de la température (Davies et al. , 2000). La comparaison de ces données avec les résultats d'expériences semblables conduites sur des joints non gelés indique qu'à basse température et pour des contraintes normales identiques, la résistance d'un joint rempli de glace peut être plus élevée d'une manière significative que celle d'un joint non gelé. Toutefois, en l'absence d'une pression de fermeture suffisante, la résistance d'un tel joint rempli de glace peut être significativement moindre que celle d'une fissure non gelée. Ceci implique que si la stabilité de la pente est maintenue par des joints remplis de glace, son facteur de sécurité sera réduit avec l'augmentation de la température. Cette hypothèse suggère qu'une pente de roches fissurées qui est stable quand il n'y a pas de glace dans les joints et est aussi stable quand la glace dans les joints est à basse température, deviendra instable quand la glace s'échauffe. Des résultats obtenus par des tests ont confirmé ce résultat. Copyright © 2001 John Wiley & Sons, Ltd.
Article
In September 2008, a large rockfall (50,000 m') detached from 3470 m a.s.l. on the east-facing spur of Aiguille de Tré-la-Tête, in the upper part of the Val Veny (Valley of Aosta). It travelled for > 1 km onto the steep Petit Mont Blanc Glacier, the main tributary of the Lex Blanche Glacier. It is the largest rockfall that has occurred in the Mont Blanc massif since the 2005 rock avalanche (260,000 m3) from the pillar of Les Drus, above Chamonix. While debuttressing of the rock wall due to ice downwastage during the last two decades could have reduced rock wall stability, permafrost degradation is probably the main triggering factor for this rockfall, as well as for 55 % of the 62 other rockfalls observed in the massif in 2007 and 2008.
Article
The alpine structural evolution of the Mont Blanc, highest point of the Alps (4810 m), and of the surrounding area has been reexamined. The Mont Blanc and the Aiguilles Rouges external crystalline massifs are windows of Variscan basement within the Penninic and Helvetic nappes. New structural, 40Ar/39Ar, and fission track data combined with a compilation of earlier P-T estimates and geochronological data give constraints on the amount and timing of the Mont Blanc and Aiguilles Rouges massifs exhumation. Alpine exhumation of the Aiguilles Rouges was limited to the thickness of the overlying nappes (˜10 km), while rocks now outcropping in the Mont Blanc have been exhumed from 15 to 20 km depth. Uplift of the two massifs started ˜22 Myr ago, probably above an incipient thrust: the Alpine sole thrust. At ˜12 Ma, the NE-SW trending Mont Blanc shear zone (MBsz) initiated. It is a major steep reverse fault with a dextral component, whose existence has been overlooked by most authors, that brings the Mont Blanc above the Aiguilles Rouges. Total vertical throw on the MBsz is estimated to be between 4 and 8 km. Fission track data suggest that relative motion between the Aiguilles Rouges and the Mont Blanc stopped ˜4 Myr ago. Since that time, uplift of the Mont Blanc has mostly taken place along the Mont Blanc back thrust, a steep north dipping fault bounding the southern flank of the range. The "European roof" is located where the back thrust intersects the MBsz. Uplift of the Mont Blanc and Aiguilles Rouges occurred toward the end of motion on the Helvetic basal décollement (HBD) at the base of the Helvetic nappes but is coeval with the Jura thin-skinned belt. Northwestward thrusting and uplift of the external crystalline massifs above the Alpine sole thrust deformed the overlying Helvetic nappes and formed a backstop, inducing the formation of the Jura arc. In that part of the external Alps, ˜NW-SE shortening with minor dextral NE-SW motions appears to have been continuous from ˜22 Ma until at least ˜4 Ma but may be still active today. A sequential history of the alpine structural evolution of the units now outcropping NW of the Pennine thrust is proposed.
Article
Rising temperatures or the complete thaw of permafrost in rock walls can affect their stability. Present as well as projected future atmospheric warming results in permafrost degradation and, as a consequence, makes knowledge of the spatial distribution and the temporal evolution of rock temperatures important. Rock-face near-surface temperatures have been measured over one year at 14 locations between 2500 and 4500 m a.s.l. in the Alps. Different slope aspects have been included in order to capture the maximum spatial differentiation of rock temperatures. These data were used to further develop and verify an energy-balance model that simulates daily surface temperatures over complex topography. Based on a 21-year (1982–2002) run of this model, spatial patterns of rock-face temperatures in the Swiss Alps are presented and discussed. This model provides a basis for the re-analysis of past rock-fall events with respect to permafrost degradation as well as for the simulation of future trends of rock temperatures. Furthermore, the spatial patterns of rock-wall temperatures provide a quantitative insight into the topography-related mechanisms affecting permafrost distribution in Alpine areas without local influence from snow cover or an active layer with a complex thermal offset. Copyright © 2004 John Wiley & Sons, Ltd.