Geotechnical and geophysical characterization of frozen granular material

Degrading or thawing permafrost has been identified as being an issue of national importance with respect to its potential for causing severe damages or even loss of lives in densely populated Alpine regions due to climate change (Gruber et al. 2004; Gruber and Haeberli 2007). On this basis, a joint...

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Main Authors: Ferrero A. M., Godio A., Migliazza M., Sambuelli L., Segalini A., Theodule A.
Other Authors: Ferrero, A. M., Godio, A., Migliazza, M., Sambuelli, L., Segalini, A., Theodule, A.
Format: Conference Object
Language:English
Published: Elsevier 2014
Subjects:
Ice
Online Access:http://hdl.handle.net/11381/2887492
https://doi.org/10.1007/978-3-319-00867-7_15
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spelling ftunivparmairis:oai:air.unipr.it:11381/2887492 2024-04-14T08:12:55+00:00 Geotechnical and geophysical characterization of frozen granular material Ferrero A. M. Godio A. Migliazza M. Sambuelli L. Segalini A. Theodule A. Ferrero, A. M. Godio, A. Migliazza, M. Sambuelli, L. Segalini, A. Theodule, A. 2014 STAMPA http://hdl.handle.net/11381/2887492 https://doi.org/10.1007/978-3-319-00867-7_15 eng eng Elsevier info:eu-repo/semantics/altIdentifier/wos/WOS:000328647400017 ispartofbook:Environmental Science and Engineering (Subseries: Environmental Science) 10th Anniversary Meeting on the International Consortium on Landslides, ICL 2012 volume:202999 firstpage:205 lastpage:218 numberofpages:14 http://hdl.handle.net/11381/2887492 doi:10.1007/978-3-319-00867-7_15 info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84925505943 Frozen granular material Geophysical characterization Geotechnical characterization Laboratory testing Permafrost info:eu-repo/semantics/conferenceObject 2014 ftunivparmairis https://doi.org/10.1007/978-3-319-00867-7_15 2024-03-21T18:30:26Z Degrading or thawing permafrost has been identified as being an issue of national importance with respect to its potential for causing severe damages or even loss of lives in densely populated Alpine regions due to climate change (Gruber et al. 2004; Gruber and Haeberli 2007). On this basis, a joint study was initiated by the Safe Mountain Foundation (Fondazione Montagna Sicura, Cormayeur, Italy) and some universities to investigate variations in geotechnical behaviour of the Alpine permafrost caused by changes in temperature. Permafrost is found in the Alpine regions at elevations higher than 2,500 m above sea level, depending on the location and exposure of the slope. Its mechanical features are determined by the combined effect of ice and soil particles. The water content can have an important influence on the shear resistance of the frozen soil: if the water content is low, the ice will not be able to include the soil particles. However, if it is very high, the resistance will be determined above all by the ice itself (Andresland 1987). Temperature is another driving factor that can influence the mechanical behaviour of ice (Fish and Zaretsky 1997). On this basis, this work concentrates on analysing the geotechnical and geophysical behaviour of the dispersed moraine deposits found in Alpine areas, which have been subjected to different climatic conditions due to the effect of high temperatures. The work concentrates on the geotechnical and geophysical characterization of two different glacial deposits present in the Aosta Valley region; the first one generated by the Tsanteleina glacier (Rhêmes Valley, 2,690 m a.s.l.), and the second one surrounding the Blu lake (Ayas Valley, 2,214 m a.s.l.). The characterization was carried out at different scales: laboratory-scale analysis using representative granular materials and field in situ investigations, geotechnical and geophysical testing. The geotechnical measurements were performed using photographic dimension analysis of the deposit, coupled with seismic and ... Conference Object Ice permafrost Archivio della ricerca dell'Università di Parma (CINECA IRIS) 205 218
institution Open Polar
collection Archivio della ricerca dell'Università di Parma (CINECA IRIS)
op_collection_id ftunivparmairis
language English
topic Frozen granular material
Geophysical characterization
Geotechnical characterization
Laboratory testing
Permafrost
spellingShingle Frozen granular material
Geophysical characterization
Geotechnical characterization
Laboratory testing
Permafrost
Ferrero A. M.
Godio A.
Migliazza M.
Sambuelli L.
Segalini A.
Theodule A.
Geotechnical and geophysical characterization of frozen granular material
topic_facet Frozen granular material
Geophysical characterization
Geotechnical characterization
Laboratory testing
Permafrost
description Degrading or thawing permafrost has been identified as being an issue of national importance with respect to its potential for causing severe damages or even loss of lives in densely populated Alpine regions due to climate change (Gruber et al. 2004; Gruber and Haeberli 2007). On this basis, a joint study was initiated by the Safe Mountain Foundation (Fondazione Montagna Sicura, Cormayeur, Italy) and some universities to investigate variations in geotechnical behaviour of the Alpine permafrost caused by changes in temperature. Permafrost is found in the Alpine regions at elevations higher than 2,500 m above sea level, depending on the location and exposure of the slope. Its mechanical features are determined by the combined effect of ice and soil particles. The water content can have an important influence on the shear resistance of the frozen soil: if the water content is low, the ice will not be able to include the soil particles. However, if it is very high, the resistance will be determined above all by the ice itself (Andresland 1987). Temperature is another driving factor that can influence the mechanical behaviour of ice (Fish and Zaretsky 1997). On this basis, this work concentrates on analysing the geotechnical and geophysical behaviour of the dispersed moraine deposits found in Alpine areas, which have been subjected to different climatic conditions due to the effect of high temperatures. The work concentrates on the geotechnical and geophysical characterization of two different glacial deposits present in the Aosta Valley region; the first one generated by the Tsanteleina glacier (Rhêmes Valley, 2,690 m a.s.l.), and the second one surrounding the Blu lake (Ayas Valley, 2,214 m a.s.l.). The characterization was carried out at different scales: laboratory-scale analysis using representative granular materials and field in situ investigations, geotechnical and geophysical testing. The geotechnical measurements were performed using photographic dimension analysis of the deposit, coupled with seismic and ...
author2 Ferrero, A. M.
Godio, A.
Migliazza, M.
Sambuelli, L.
Segalini, A.
Theodule, A.
format Conference Object
author Ferrero A. M.
Godio A.
Migliazza M.
Sambuelli L.
Segalini A.
Theodule A.
author_facet Ferrero A. M.
Godio A.
Migliazza M.
Sambuelli L.
Segalini A.
Theodule A.
author_sort Ferrero A. M.
title Geotechnical and geophysical characterization of frozen granular material
title_short Geotechnical and geophysical characterization of frozen granular material
title_full Geotechnical and geophysical characterization of frozen granular material
title_fullStr Geotechnical and geophysical characterization of frozen granular material
title_full_unstemmed Geotechnical and geophysical characterization of frozen granular material
title_sort geotechnical and geophysical characterization of frozen granular material
publisher Elsevier
publishDate 2014
url http://hdl.handle.net/11381/2887492
https://doi.org/10.1007/978-3-319-00867-7_15
genre Ice
permafrost
genre_facet Ice
permafrost
op_relation info:eu-repo/semantics/altIdentifier/wos/WOS:000328647400017
ispartofbook:Environmental Science and Engineering (Subseries: Environmental Science)
10th Anniversary Meeting on the International Consortium on Landslides, ICL 2012
volume:202999
firstpage:205
lastpage:218
numberofpages:14
http://hdl.handle.net/11381/2887492
doi:10.1007/978-3-319-00867-7_15
info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84925505943
op_doi https://doi.org/10.1007/978-3-319-00867-7_15
container_start_page 205
op_container_end_page 218
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