Performance Characteristics of Boring Piles in Frozen Soils
Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined.
Autor*in: |
Aksenov, V. I. [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
2014 |
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Schlagwörter: |
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Anmerkung: |
© Springer Science+Business Media New York 2014 |
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Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 51(2014), 4 vom: Sept., Seite 204-211 |
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Übergeordnetes Werk: |
volume:51 ; year:2014 ; number:4 ; month:09 ; pages:204-211 |
Links: |
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DOI / URN: |
10.1007/s11204-014-9278-4 |
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Katalog-ID: |
OLC203345388X |
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700 | 1 | |a Spiridonov, S. I. |4 aut | |
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10.1007/s11204-014-9278-4 doi (DE-627)OLC203345388X (DE-He213)s11204-014-9278-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Performance Characteristics of Boring Piles in Frozen Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2014 Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. Bearing Capacity Freeze Soil Pile Shaft Permafrost Soil Clayey Loam Gevorkyan, S. G. aut Iospa, A. V. aut Krivov, D. N. aut Shmelev, I. V. aut Spiridonov, S. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 51(2014), 4 vom: Sept., Seite 204-211 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:51 year:2014 number:4 month:09 pages:204-211 https://doi.org/10.1007/s11204-014-9278-4 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 51 2014 4 09 204-211 |
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10.1007/s11204-014-9278-4 doi (DE-627)OLC203345388X (DE-He213)s11204-014-9278-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Performance Characteristics of Boring Piles in Frozen Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2014 Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. Bearing Capacity Freeze Soil Pile Shaft Permafrost Soil Clayey Loam Gevorkyan, S. G. aut Iospa, A. V. aut Krivov, D. N. aut Shmelev, I. V. aut Spiridonov, S. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 51(2014), 4 vom: Sept., Seite 204-211 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:51 year:2014 number:4 month:09 pages:204-211 https://doi.org/10.1007/s11204-014-9278-4 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 51 2014 4 09 204-211 |
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10.1007/s11204-014-9278-4 doi (DE-627)OLC203345388X (DE-He213)s11204-014-9278-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Performance Characteristics of Boring Piles in Frozen Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2014 Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. Bearing Capacity Freeze Soil Pile Shaft Permafrost Soil Clayey Loam Gevorkyan, S. G. aut Iospa, A. V. aut Krivov, D. N. aut Shmelev, I. V. aut Spiridonov, S. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 51(2014), 4 vom: Sept., Seite 204-211 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:51 year:2014 number:4 month:09 pages:204-211 https://doi.org/10.1007/s11204-014-9278-4 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 51 2014 4 09 204-211 |
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10.1007/s11204-014-9278-4 doi (DE-627)OLC203345388X (DE-He213)s11204-014-9278-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Performance Characteristics of Boring Piles in Frozen Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2014 Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. Bearing Capacity Freeze Soil Pile Shaft Permafrost Soil Clayey Loam Gevorkyan, S. G. aut Iospa, A. V. aut Krivov, D. N. aut Shmelev, I. V. aut Spiridonov, S. I. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 51(2014), 4 vom: Sept., Seite 204-211 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:51 year:2014 number:4 month:09 pages:204-211 https://doi.org/10.1007/s11204-014-9278-4 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 51 2014 4 09 204-211 |
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Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. © Springer Science+Business Media New York 2014 |
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Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. © Springer Science+Business Media New York 2014 |
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Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined. © Springer Science+Business Media New York 2014 |
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I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Performance Characteristics of Boring Piles in Frozen Soils</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</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 New York 2014</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Results of laboratory tests of interaction between models of boring piles and a frozen soil and their comparison with data derived from field tests of boring piles are cited. The physical pattern of the interaction is examined.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Bearing Capacity</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Freeze Soil</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Pile Shaft</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Permafrost Soil</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Clayey Loam</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gevorkyan, S. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Iospa, A. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Krivov, D. N.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Shmelev, I. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Spiridonov, S. 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