Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression
The report contains experimental studies on uniaxial compression of frozen grounds when creep is present. In the study of creep and strength of frozen grounds in the case of uniaxial compression the following were the principal problems considered: (a) clarification of the character of the creep cur...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Text |
Language: | English |
Published: |
1965
|
Subjects: | |
Online Access: | http://www.dtic.mil/docs/citations/AD0715056 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715056 |
id |
ftdtic:AD0715056 |
---|---|
record_format |
openpolar |
spelling |
ftdtic:AD0715056 2023-05-15T16:37:42+02:00 Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression Shusherina,E. P. Vyalov,S. S. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H 1965 text/html http://www.dtic.mil/docs/citations/AD0715056 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715056 en eng http://www.dtic.mil/docs/citations/AD0715056 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Soil Mechanics Snow Ice and Permafrost (*SOILS COMPRESSIVE PROPERTIES) SAND SILT CLAY SHEAR STRESSES DEFORMATION CREEP DEPOSITS GEOPHYSICAL PROSPECTING TEMPERATURE USSR BEARING STRENGTH *FREEZING *SOILS TRANSLATIONS Text 1965 ftdtic 2016-02-19T00:03:52Z The report contains experimental studies on uniaxial compression of frozen grounds when creep is present. In the study of creep and strength of frozen grounds in the case of uniaxial compression the following were the principal problems considered: (a) clarification of the character of the creep curves in the case of constant stress; (b) determination of the dependence between time before destruction and stress (the pattern of decrease of strength with time); (c) clarification of the dependence between deformation and stress with the influence of time taken into account. The object of investigation was two grounds with strata situated over an ore body -- Callovian sandy loam and Bathonian-Bajocian clay, belonging to Jurassic deposits and constituting the most dangerous horizons for the penetration of drifts. (Author) Trans. of mono. Merzlotnye Issledovaniya (Geocryology Research), Moscow, 1963 p314-347. Text Ice permafrost Defense Technical Information Center: DTIC Technical Reports database |
institution |
Open Polar |
collection |
Defense Technical Information Center: DTIC Technical Reports database |
op_collection_id |
ftdtic |
language |
English |
topic |
Soil Mechanics Snow Ice and Permafrost (*SOILS COMPRESSIVE PROPERTIES) SAND SILT CLAY SHEAR STRESSES DEFORMATION CREEP DEPOSITS GEOPHYSICAL PROSPECTING TEMPERATURE USSR BEARING STRENGTH *FREEZING *SOILS TRANSLATIONS |
spellingShingle |
Soil Mechanics Snow Ice and Permafrost (*SOILS COMPRESSIVE PROPERTIES) SAND SILT CLAY SHEAR STRESSES DEFORMATION CREEP DEPOSITS GEOPHYSICAL PROSPECTING TEMPERATURE USSR BEARING STRENGTH *FREEZING *SOILS TRANSLATIONS Shusherina,E. P. Vyalov,S. S. Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
topic_facet |
Soil Mechanics Snow Ice and Permafrost (*SOILS COMPRESSIVE PROPERTIES) SAND SILT CLAY SHEAR STRESSES DEFORMATION CREEP DEPOSITS GEOPHYSICAL PROSPECTING TEMPERATURE USSR BEARING STRENGTH *FREEZING *SOILS TRANSLATIONS |
description |
The report contains experimental studies on uniaxial compression of frozen grounds when creep is present. In the study of creep and strength of frozen grounds in the case of uniaxial compression the following were the principal problems considered: (a) clarification of the character of the creep curves in the case of constant stress; (b) determination of the dependence between time before destruction and stress (the pattern of decrease of strength with time); (c) clarification of the dependence between deformation and stress with the influence of time taken into account. The object of investigation was two grounds with strata situated over an ore body -- Callovian sandy loam and Bathonian-Bajocian clay, belonging to Jurassic deposits and constituting the most dangerous horizons for the penetration of drifts. (Author) Trans. of mono. Merzlotnye Issledovaniya (Geocryology Research), Moscow, 1963 p314-347. |
author2 |
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H |
format |
Text |
author |
Shusherina,E. P. Vyalov,S. S. |
author_facet |
Shusherina,E. P. Vyalov,S. S. |
author_sort |
Shusherina,E. P. |
title |
Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
title_short |
Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
title_full |
Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
title_fullStr |
Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
title_full_unstemmed |
Study of Prolonged Bearing Strength of Frozen Soils Under Uniaxial Compression |
title_sort |
study of prolonged bearing strength of frozen soils under uniaxial compression |
publishDate |
1965 |
url |
http://www.dtic.mil/docs/citations/AD0715056 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0715056 |
genre |
Ice permafrost |
genre_facet |
Ice permafrost |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/AD0715056 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766028006909804544 |