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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Bibliographic Details
Main Author: Günzel, Friederike
Format: Conference Object
Language:English
Published: 2010
Subjects:
Ice
Online Access: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
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spelling 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
institution Open Polar
collection The University of Brighton Research Portal
op_collection_id 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
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