| Download | - View final version: Mechanical behaviour of frozen soils under triaxial compression (PDF, 2.7 MiB)
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| DOI | Resolve DOI: https://doi.org/10.4224/20358618 |
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| Author | Search for: Neuber, H.; Search for: Wolters, R.; Search for: National Research Council of Canada. Division of Building Research |
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| Format | Text, Technical Report |
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| Physical description | 53 p. |
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| Subject | permafrost; soils; frozen soils; mechanical properties; compression; mining engineering |
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| Abstract | 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. |
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| Publication date | 1977 |
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| Publisher | National Research Council of Canada |
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| Series | |
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| Language | English |
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| Peer reviewed | No |
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| NRC number | NRC-IRC-402 |
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| NPARC number | 20358618 |
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| Export citation | Export as RIS |
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| Report a correction | Report a correction (opens in a new tab) |
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| Record identifier | cc624f3f-68f3-48c8-84be-68afcf2854c8 |
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| Record created | 2012-07-20 |
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| Record modified | 2023-01-19 |
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