Thaw-induced deformation properties of frozen soils
Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experiment...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Klinova, G. I. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2010 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Science+Business Media, Inc. 2010 |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 47(2010), 3 vom: Sept., Seite 102-107 |
|---|---|
| Übergeordnetes Werk: |
volume:47 ; year:2010 ; number:3 ; month:09 ; pages:102-107 |
| Links: |
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| DOI / URN: |
10.1007/s11204-010-9096-2 |
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OLC2033452263 |
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| 520 | |a Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. | ||
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10.1007/s11204-010-9096-2 doi (DE-627)OLC2033452263 (DE-He213)s11204-010-9096-2-p DE-627 ger DE-627 rakwb eng 690 VZ Klinova, G. I. verfasserin aut Thaw-induced deformation properties of frozen soils 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2010 Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. Freeze Soil Clayey Soil Soil Specimen Construction Rule Consolidation Settlement Aksenov, V. I. aut Dzhakhangirova, N. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 47(2010), 3 vom: Sept., Seite 102-107 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:47 year:2010 number:3 month:09 pages:102-107 https://doi.org/10.1007/s11204-010-9096-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 47 2010 3 09 102-107 |
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10.1007/s11204-010-9096-2 doi (DE-627)OLC2033452263 (DE-He213)s11204-010-9096-2-p DE-627 ger DE-627 rakwb eng 690 VZ Klinova, G. I. verfasserin aut Thaw-induced deformation properties of frozen soils 2010 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2010 Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. Freeze Soil Clayey Soil Soil Specimen Construction Rule Consolidation Settlement Aksenov, V. I. aut Dzhakhangirova, N. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 47(2010), 3 vom: Sept., Seite 102-107 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:47 year:2010 number:3 month:09 pages:102-107 https://doi.org/10.1007/s11204-010-9096-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 47 2010 3 09 102-107 |
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Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. © Springer Science+Business Media, Inc. 2010 |
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Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. © Springer Science+Business Media, Inc. 2010 |
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Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships. © Springer Science+Business Media, Inc. 2010 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2033452263</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044448.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2010 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-010-9096-2</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033452263</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-010-9096-2-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Klinova, G. I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Thaw-induced deformation properties of frozen soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2010</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Science+Business Media, Inc. 2010</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Materials derived from laboratory study of thaw-induced settlement of soils residing in the central portion of the Bovanenkovsk gas and oil field (GP-2) are presented. The dependence of the thaw-induced settlement of the soils on various parameters (W, ρ, ii, itot, etc.) was investigated. Experimental thaw-induced settlements are compared with those calculated from different relationships.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Freeze Soil</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Clayey Soil</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Soil Specimen</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Construction Rule</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Consolidation Settlement</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Aksenov, V. I.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Dzhakhangirova, N. I.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Springer US, 1965</subfield><subfield code="g">47(2010), 3 vom: Sept., Seite 102-107</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:47</subfield><subfield code="g">year:2010</subfield><subfield code="g">number:3</subfield><subfield code="g">month:09</subfield><subfield code="g">pages:102-107</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-010-9096-2</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">47</subfield><subfield code="j">2010</subfield><subfield code="e">3</subfield><subfield code="c">09</subfield><subfield code="h">102-107</subfield></datafield></record></collection>
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