Residual strength of ice filled rock joints
A number of landslide and rock fall events in recent years have been connected with the warming permafrost in high mountain areas. This study investigates the shear strength of ice filled rock joints based on a series of direct shear tests. Artificial samples made of concrete with an idealised saw-t...
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ftunbrightoncris:oai:pure.atira.dk:publications/2b7b52ef-69fe-4508-95e3-33057c88f58e 2023-05-15T16:36:57+02:00 Residual strength of ice filled rock joints Günzel, Friederike 2010-06-17 application/pdf https://research.brighton.ac.uk/en/publications/2b7b52ef-69fe-4508-95e3-33057c88f58e https://cris.brighton.ac.uk/ws/files/292353/EUCOP%20III%20Gunzel.pdf http://ipa.arcticportal.org/meetings/international-conferences.html eng eng info:eu-repo/semantics/openAccess Günzel , F 2010 , ' Residual strength of ice filled rock joints ' , Proceedings of the 3rd European conference on permafrost , 17/06/10 pp. 250-250 . < http://ipa.arcticportal.org/meetings/international-conferences.html > conferenceObject 2010 ftunbrightoncris 2022-01-01T08:44:04Z A number of landslide and rock fall events in recent years have been connected with the warming permafrost in high mountain areas. This study investigates the shear strength of ice filled rock joints based on a series of direct shear tests. Artificial samples made of concrete with an idealised saw-tooth surface are used as described in detail by Günzel (2008). Two sample types are used: "concrete-ice" samples, imulating an infill thicker than the amplitude of thejoint roughness and "sandwich" samples where the ice filling is equal to the amplitude of the surface roughness (1mm). Conference Object Ice permafrost The University of Brighton Research Portal |
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Open Polar |
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The University of Brighton Research Portal |
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ftunbrightoncris |
language |
English |
description |
A number of landslide and rock fall events in recent years have been connected with the warming permafrost in high mountain areas. This study investigates the shear strength of ice filled rock joints based on a series of direct shear tests. Artificial samples made of concrete with an idealised saw-tooth surface are used as described in detail by Günzel (2008). Two sample types are used: "concrete-ice" samples, imulating an infill thicker than the amplitude of thejoint roughness and "sandwich" samples where the ice filling is equal to the amplitude of the surface roughness (1mm). |
format |
Conference Object |
author |
Günzel, Friederike |
spellingShingle |
Günzel, Friederike Residual strength of ice filled rock joints |
author_facet |
Günzel, Friederike |
author_sort |
Günzel, Friederike |
title |
Residual strength of ice filled rock joints |
title_short |
Residual strength of ice filled rock joints |
title_full |
Residual strength of ice filled rock joints |
title_fullStr |
Residual strength of ice filled rock joints |
title_full_unstemmed |
Residual strength of ice filled rock joints |
title_sort |
residual strength of ice filled rock joints |
publishDate |
2010 |
url |
https://research.brighton.ac.uk/en/publications/2b7b52ef-69fe-4508-95e3-33057c88f58e https://cris.brighton.ac.uk/ws/files/292353/EUCOP%20III%20Gunzel.pdf http://ipa.arcticportal.org/meetings/international-conferences.html |
genre |
Ice permafrost |
genre_facet |
Ice permafrost |
op_source |
Günzel , F 2010 , ' Residual strength of ice filled rock joints ' , Proceedings of the 3rd European conference on permafrost , 17/06/10 pp. 250-250 . < http://ipa.arcticportal.org/meetings/international-conferences.html > |
op_rights |
info:eu-repo/semantics/openAccess |
_version_ |
1766027260312158208 |