Mechanical behaviour of frozen soils under triaxial compression

Stability of artificially frozen coal mining shafts in Germany has initiated interest in the mechanical properties of frozen ground. This article reports on laboratory uniaxial and triaxial loading tests on frozen soil samples taken from several geologicial zones through which a shaft has been drive...

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Bibliographic Details
Main Authors: Neuber, H., Wolters, R., National Research Council of Canada. Division of Building Research
Format: Report
Language:English
Published: National Research Council of Canada 1977
Subjects:
permafrost
pergélisol
soils
sol
frozen soils
sol gelé
mechanical properties
proprieté mécanique
compression
mining engineering
génie minier
Online Access:https://doi.org/10.4224/20358618
https://nrc-publications.canada.ca/eng/view/ft/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8
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spelling ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:20358618 2023-05-15T17:57:26+02:00 Mechanical behaviour of frozen soils under triaxial compression Neuber, H. Wolters, R. National Research Council of Canada. Division of Building Research 1977 text 53 p. https://doi.org/10.4224/20358618 https://nrc-publications.canada.ca/eng/view/ft/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8 https://nrc-publications.canada.ca/eng/view/object/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8 https://nrc-publications.canada.ca/fra/voir/objet/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8 eng eng National Research Council of Canada issn:0077-5606 Technical Translation (National Research Council of Canada); no. NRC-TT-1902, Publication date: 1977 doi:10.4224/20358618 open access permafrost pergélisol soils sol frozen soils sol gelé mechanical properties proprieté mécanique compression mining engineering génie minier technical report 1977 ftnrccanada https://doi.org/10.4224/20358618 2023-01-22T00:01:21Z Stability of artificially frozen coal mining shafts in Germany has initiated interest in the mechanical properties of frozen ground. This article reports on laboratory uniaxial and triaxial loading tests on frozen soil samples taken from several geologicial zones through which a shaft has been driven. The effects of such factors as grain size, ambient pressure, temperature and rate of loading on the strength and deformation properties of frozen soils were investigated. Peer reviewed: No NRC publication: Yes Report permafrost pergélisol National Research Council Canada: NRC Publications Archive
institution Open Polar
collection National Research Council Canada: NRC Publications Archive
op_collection_id ftnrccanada
language English
topic permafrost
pergélisol
soils
sol
frozen soils
sol gelé
mechanical properties
proprieté mécanique
compression
mining engineering
génie minier
spellingShingle permafrost
pergélisol
soils
sol
frozen soils
sol gelé
mechanical properties
proprieté mécanique
compression
mining engineering
génie minier
Neuber, H.
Wolters, R.
National Research Council of Canada. Division of Building Research
Mechanical behaviour of frozen soils under triaxial compression
topic_facet permafrost
pergélisol
soils
sol
frozen soils
sol gelé
mechanical properties
proprieté mécanique
compression
mining engineering
génie minier
description Stability of artificially frozen coal mining shafts in Germany has initiated interest in the mechanical properties of frozen ground. This article reports on laboratory uniaxial and triaxial loading tests on frozen soil samples taken from several geologicial zones through which a shaft has been driven. The effects of such factors as grain size, ambient pressure, temperature and rate of loading on the strength and deformation properties of frozen soils were investigated. Peer reviewed: No NRC publication: Yes
format Report
author Neuber, H.
Wolters, R.
National Research Council of Canada. Division of Building Research
author_facet Neuber, H.
Wolters, R.
National Research Council of Canada. Division of Building Research
author_sort Neuber, H.
title Mechanical behaviour of frozen soils under triaxial compression
title_short Mechanical behaviour of frozen soils under triaxial compression
title_full Mechanical behaviour of frozen soils under triaxial compression
title_fullStr Mechanical behaviour of frozen soils under triaxial compression
title_full_unstemmed Mechanical behaviour of frozen soils under triaxial compression
title_sort mechanical behaviour of frozen soils under triaxial compression
publisher National Research Council of Canada
publishDate 1977
url https://doi.org/10.4224/20358618
https://nrc-publications.canada.ca/eng/view/ft/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8
https://nrc-publications.canada.ca/eng/view/object/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8
https://nrc-publications.canada.ca/fra/voir/objet/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8
genre permafrost
pergélisol
genre_facet permafrost
pergélisol
op_relation issn:0077-5606
Technical Translation (National Research Council of Canada); no. NRC-TT-1902, Publication date: 1977
doi:10.4224/20358618
op_rights open access
op_doi https://doi.org/10.4224/20358618
_version_ 1766165867373002752

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