A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ...
Instability and failure of high mountain rock slopes have significantly increased since the 1990s coincident with climatic warming and are expected to rise further. Most of the observed failures in permafrost-affected rock walls are likely triggered by the mechanical destabilisation of warming bedro...
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Online Access: | https://dx.doi.org/10.3929/ethz-b-000302237 http://hdl.handle.net/20.500.11850/302237 |
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ftdatacite:10.3929/ethz-b-000302237 2024-04-28T08:23:28+00:00 A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... Mamot, Philipp Weber, Samuel Schröder, Tanja Krautblatter, Michael 2018 application/pdf https://dx.doi.org/10.3929/ethz-b-000302237 http://hdl.handle.net/20.500.11850/302237 en eng ETH Zurich info:eu-repo/semantics/openAccess Creative Commons Attribution 4.0 International https://creativecommons.org/licenses/by/4.0/legalcode cc-by-4.0 article-journal Text ScholarlyArticle Journal Article 2018 ftdatacite https://doi.org/10.3929/ethz-b-000302237 2024-04-02T12:33:25Z Instability and failure of high mountain rock slopes have significantly increased since the 1990s coincident with climatic warming and are expected to rise further. Most of the observed failures in permafrost-affected rock walls are likely triggered by the mechanical destabilisation of warming bedrock permafrost including ice-filled joints. The failure of ice-filled rock joints has only been observed in a small number of experiments, often using concrete as a rock analogue. Here, we present a systematic study of the brittle shear failure of ice and rock–ice interfaces, simulating the accelerating phase of rock slope failure. For this, we performed 141 shearing experiments with rock–ice–rock "sandwich"' samples at constant strain rates (10−3s−1) provoking ice fracturing, under normal stress conditions ranging from 100 to 800kPa, representing 4–30m of rock overburden, and at temperatures from −10 to −0.5°C, typical for recent observed rock slope failures in alpine permafrost. To create close to natural but ... : The Cryosphere, 12 (10) ... Article in Journal/Newspaper Ice permafrost DataCite Metadata Store (German National Library of Science and Technology) |
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Open Polar |
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DataCite Metadata Store (German National Library of Science and Technology) |
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ftdatacite |
language |
English |
description |
Instability and failure of high mountain rock slopes have significantly increased since the 1990s coincident with climatic warming and are expected to rise further. Most of the observed failures in permafrost-affected rock walls are likely triggered by the mechanical destabilisation of warming bedrock permafrost including ice-filled joints. The failure of ice-filled rock joints has only been observed in a small number of experiments, often using concrete as a rock analogue. Here, we present a systematic study of the brittle shear failure of ice and rock–ice interfaces, simulating the accelerating phase of rock slope failure. For this, we performed 141 shearing experiments with rock–ice–rock "sandwich"' samples at constant strain rates (10−3s−1) provoking ice fracturing, under normal stress conditions ranging from 100 to 800kPa, representing 4–30m of rock overburden, and at temperatures from −10 to −0.5°C, typical for recent observed rock slope failures in alpine permafrost. To create close to natural but ... : The Cryosphere, 12 (10) ... |
format |
Article in Journal/Newspaper |
author |
Mamot, Philipp Weber, Samuel Schröder, Tanja Krautblatter, Michael |
spellingShingle |
Mamot, Philipp Weber, Samuel Schröder, Tanja Krautblatter, Michael A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
author_facet |
Mamot, Philipp Weber, Samuel Schröder, Tanja Krautblatter, Michael |
author_sort |
Mamot, Philipp |
title |
A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
title_short |
A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
title_full |
A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
title_fullStr |
A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
title_full_unstemmed |
A temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
title_sort |
temperature- and stress-controlled failure criterion for ice-filled permafrost rock joints ... |
publisher |
ETH Zurich |
publishDate |
2018 |
url |
https://dx.doi.org/10.3929/ethz-b-000302237 http://hdl.handle.net/20.500.11850/302237 |
genre |
Ice permafrost |
genre_facet |
Ice permafrost |
op_rights |
info:eu-repo/semantics/openAccess Creative Commons Attribution 4.0 International https://creativecommons.org/licenses/by/4.0/legalcode cc-by-4.0 |
op_doi |
https://doi.org/10.3929/ethz-b-000302237 |
_version_ |
1797584398946664448 |