Numerical Modelling of Permafrost Degradation Effects on Rock Slopes

Rockfalls and rockslides are being observed with increased frequency in high mountains during last decades. Permafrost degradation, driven by global warming, is considered to be the main triggering factor. This paper describes a series of Distinct Element simulations of a selected rock face, where t...

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Bibliographic Details
Published in:International Journal of Civil Infrastructure
Main Authors: Calvetti, Francesco, Boffelli, William
Format: Article in Journal/Newspaper
Language:English
Published: 2023
Subjects:
Ice
Online Access:https://hdl.handle.net/11311/1248939
https://doi.org/10.11159/ijci.2023.008
id ftpolimilanoiris:oai:re.public.polimi.it:11311/1248939
record_format openpolar
spelling ftpolimilanoiris:oai:re.public.polimi.it:11311/1248939 2024-01-28T10:06:23+01:00 Numerical Modelling of Permafrost Degradation Effects on Rock Slopes Calvetti, Francesco Boffelli, William Calvetti, Francesco Boffelli, William 2023 https://hdl.handle.net/11311/1248939 https://doi.org/10.11159/ijci.2023.008 eng eng volume:6 firstpage:58 lastpage:66 numberofpages:9 journal:INTERNATIONAL JOURNAL OF CIVIL INFRASTRUCTURE https://hdl.handle.net/11311/1248939 doi:10.11159/ijci.2023.008 info:eu-repo/semantics/closedAccess Rockmass Joint persistence Permafrost Distinct Element Method Shear strength reduction info:eu-repo/semantics/article 2023 ftpolimilanoiris https://doi.org/10.11159/ijci.2023.008 2024-01-03T17:44:59Z Rockfalls and rockslides are being observed with increased frequency in high mountains during last decades. Permafrost degradation, driven by global warming, is considered to be the main triggering factor. This paper describes a series of Distinct Element simulations of a selected rock face, where the presence of ice in joints is taken into consideration. These simulations are part of a wider multi-scale approach to modelling of potentially rock slopes. Previous research at the material scale (ice and frozen soil) allowed defining an original failure criterion for continuous and discontinuous rock joints filled with ice. This criterion is now included in large scale DEM model of punta Gnifetti (4554 m asl - Monte Rosa massif) in order to reproducing the actual configuration through back-analysis based on geomechanical investigation, and assessing evolutionary scenarios driven by the increase of persistence and of temperature. Relevant numerical issues, regarding boundary conditions and model generation are preliminary discussed, as well. Article in Journal/Newspaper Ice permafrost RE.PUBLIC@POLIMI - Research Publications at Politecnico di Milano Monte Rosa ENVELOPE(162.850,162.850,-70.917,-70.917) International Journal of Civil Infrastructure
institution Open Polar
collection RE.PUBLIC@POLIMI - Research Publications at Politecnico di Milano
op_collection_id ftpolimilanoiris
language English
topic Rockmass
Joint persistence
Permafrost
Distinct Element Method
Shear strength reduction
spellingShingle Rockmass
Joint persistence
Permafrost
Distinct Element Method
Shear strength reduction
Calvetti, Francesco
Boffelli, William
Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
topic_facet Rockmass
Joint persistence
Permafrost
Distinct Element Method
Shear strength reduction
description Rockfalls and rockslides are being observed with increased frequency in high mountains during last decades. Permafrost degradation, driven by global warming, is considered to be the main triggering factor. This paper describes a series of Distinct Element simulations of a selected rock face, where the presence of ice in joints is taken into consideration. These simulations are part of a wider multi-scale approach to modelling of potentially rock slopes. Previous research at the material scale (ice and frozen soil) allowed defining an original failure criterion for continuous and discontinuous rock joints filled with ice. This criterion is now included in large scale DEM model of punta Gnifetti (4554 m asl - Monte Rosa massif) in order to reproducing the actual configuration through back-analysis based on geomechanical investigation, and assessing evolutionary scenarios driven by the increase of persistence and of temperature. Relevant numerical issues, regarding boundary conditions and model generation are preliminary discussed, as well.
author2 Calvetti, Francesco
Boffelli, William
format Article in Journal/Newspaper
author Calvetti, Francesco
Boffelli, William
author_facet Calvetti, Francesco
Boffelli, William
author_sort Calvetti, Francesco
title Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
title_short Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
title_full Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
title_fullStr Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
title_full_unstemmed Numerical Modelling of Permafrost Degradation Effects on Rock Slopes
title_sort numerical modelling of permafrost degradation effects on rock slopes
publishDate 2023
url https://hdl.handle.net/11311/1248939
https://doi.org/10.11159/ijci.2023.008
long_lat ENVELOPE(162.850,162.850,-70.917,-70.917)
geographic Monte Rosa
geographic_facet Monte Rosa
genre Ice
permafrost
genre_facet Ice
permafrost
op_relation volume:6
firstpage:58
lastpage:66
numberofpages:9
journal:INTERNATIONAL JOURNAL OF CIVIL INFRASTRUCTURE
https://hdl.handle.net/11311/1248939
doi:10.11159/ijci.2023.008
op_rights info:eu-repo/semantics/closedAccess
op_doi https://doi.org/10.11159/ijci.2023.008
container_title International Journal of Civil Infrastructure
_version_ 1789333240543182848