Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)

Landslides triggered by shrinking glaciers are an expected outcome of global climate change and they pose a significant threat to inhabitants and infrastructure in mountain valleys. In this study we document the rock slope movement that has affected the Pilatte hut (2,572 m a.s.l.) in the Écrins ran...

Full description

Bibliographic Details
Main Authors: Pierre-Allain Duvillard, Ludovic Ravanel, Philip Deline, Laurent Dubois
Format: Article
Language:English
Published: Frontiers Media S.A. 2018-07-01
Series:Frontiers in Earth Science
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/feart.2018.00094/full
id doaj-e3bb29c5156241e6ae6397f5e7ab38af
record_format Article
spelling doaj-e3bb29c5156241e6ae6397f5e7ab38af2020-11-25T02:27:44ZengFrontiers Media S.A.Frontiers in Earth Science2296-64632018-07-01610.3389/feart.2018.00094369591Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)Pierre-Allain Duvillard0Pierre-Allain Duvillard1Ludovic Ravanel2Ludovic Ravanel3Philip Deline4Laurent Dubois5Univ. Grenoble Alpes, Univ. Savoie Mont Blanc, CNRS, EDYTEM, Chambéry, FranceIMSRN, Parc Pré Millet, Montbonnot, FranceUniv. Grenoble Alpes, Univ. Savoie Mont Blanc, CNRS, EDYTEM, Chambéry, FranceScientific Council of the Fédération Française des Clubs Alpins et de Montagne, Paris, FranceUniv. Grenoble Alpes, Univ. Savoie Mont Blanc, CNRS, EDYTEM, Chambéry, FranceCEREMA, Direction territoriale Centre-Est, RRMS/Risques, Bron, FranceLandslides triggered by shrinking glaciers are an expected outcome of global climate change and they pose a significant threat to inhabitants and infrastructure in mountain valleys. In this study we document the rock slope movement that has affected the Pilatte hut (2,572 m a.s.l.) in the Écrins range (French alps) since the 1980s. We reconstructed the geometry of the unstable rock mass using Terrestrial Laser Scanning and quantified the unstable volume (~400,000 m3). Field observations and annual crack surveys have been used to identify the dynamics of past movements. These movements initiated in the late 1980s and have accelerated since 2000. The current trend seems to be toward a relative stabilization. Reconstruction of the glacier surface using past images taken since 1960 and “Structure from Motion” photogrammetry showed that the glacier probably applied stresses to the rock slope during its short-lived advance during the 1980s, followed by debuttressing caused by rapid surface lowering until the present day. The relationship between observed crack propagation and glacier surface change suggests that the rock slope instability is a paraglacial response to glacier surface changes, and highlights that such responses can occur within a decade of glacier change.https://www.frontiersin.org/article/10.3389/feart.2018.00094/fullrock slideparaglacial processesglacier retreatTerrestrial Laser Scanningcrack-metershigh mountain infrastructure
collection DOAJ
language English
format Article
sources DOAJ
author Pierre-Allain Duvillard
Pierre-Allain Duvillard
Ludovic Ravanel
Ludovic Ravanel
Philip Deline
Laurent Dubois
spellingShingle Pierre-Allain Duvillard
Pierre-Allain Duvillard
Ludovic Ravanel
Ludovic Ravanel
Philip Deline
Laurent Dubois
Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
Frontiers in Earth Science
rock slide
paraglacial processes
glacier retreat
Terrestrial Laser Scanning
crack-meters
high mountain infrastructure
author_facet Pierre-Allain Duvillard
Pierre-Allain Duvillard
Ludovic Ravanel
Ludovic Ravanel
Philip Deline
Laurent Dubois
author_sort Pierre-Allain Duvillard
title Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
title_short Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
title_full Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
title_fullStr Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
title_full_unstemmed Paraglacial Rock Slope Adjustment Beneath a High Mountain Infrastructure—The Pilatte Hut Case Study (Écrins Mountain Range, France)
title_sort paraglacial rock slope adjustment beneath a high mountain infrastructure—the pilatte hut case study (écrins mountain range, france)
publisher Frontiers Media S.A.
series Frontiers in Earth Science
issn 2296-6463
publishDate 2018-07-01
description Landslides triggered by shrinking glaciers are an expected outcome of global climate change and they pose a significant threat to inhabitants and infrastructure in mountain valleys. In this study we document the rock slope movement that has affected the Pilatte hut (2,572 m a.s.l.) in the Écrins range (French alps) since the 1980s. We reconstructed the geometry of the unstable rock mass using Terrestrial Laser Scanning and quantified the unstable volume (~400,000 m3). Field observations and annual crack surveys have been used to identify the dynamics of past movements. These movements initiated in the late 1980s and have accelerated since 2000. The current trend seems to be toward a relative stabilization. Reconstruction of the glacier surface using past images taken since 1960 and “Structure from Motion” photogrammetry showed that the glacier probably applied stresses to the rock slope during its short-lived advance during the 1980s, followed by debuttressing caused by rapid surface lowering until the present day. The relationship between observed crack propagation and glacier surface change suggests that the rock slope instability is a paraglacial response to glacier surface changes, and highlights that such responses can occur within a decade of glacier change.
topic rock slide
paraglacial processes
glacier retreat
Terrestrial Laser Scanning
crack-meters
high mountain infrastructure
url https://www.frontiersin.org/article/10.3389/feart.2018.00094/full
work_keys_str_mv AT pierreallainduvillard paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
AT pierreallainduvillard paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
AT ludovicravanel paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
AT ludovicravanel paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
AT philipdeline paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
AT laurentdubois paraglacialrockslopeadjustmentbeneathahighmountaininfrastructurethepilattehutcasestudyecrinsmountainrangefrance
_version_ 1724841026221244416