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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National Research Council of Canada
1977
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ftdatacite:10.4224/20358618 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 https://dx.doi.org/10.4224/20358618 https://nrc-publications.canada.ca/eng/view/object/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8 en eng National Research Council of Canada permafrost soils frozen soils mechanical properties compression mining engineering pergélisol sol sol gelé proprieté mécanique génie minier Text Report report ScholarlyArticle 1977 ftdatacite https://doi.org/10.4224/20358618 2021-11-05T12:55:41Z 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. Report permafrost pergélisol DataCite Metadata Store (German National Library of Science and Technology) |
institution |
Open Polar |
collection |
DataCite Metadata Store (German National Library of Science and Technology) |
op_collection_id |
ftdatacite |
language |
English |
topic |
permafrost soils frozen soils mechanical properties compression mining engineering pergélisol sol sol gelé proprieté mécanique génie minier |
spellingShingle |
permafrost soils frozen soils mechanical properties compression mining engineering pergélisol sol sol gelé proprieté mécanique 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 soils frozen soils mechanical properties compression mining engineering pergélisol sol sol gelé proprieté mécanique 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. |
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://dx.doi.org/10.4224/20358618 https://nrc-publications.canada.ca/eng/view/object/?id=cc624f3f-68f3-48c8-84be-68afcf2854c8 |
genre |
permafrost pergélisol |
genre_facet |
permafrost pergélisol |
op_doi |
https://doi.org/10.4224/20358618 |
_version_ |
1766165858518827008 |