Strength of frozen saline silt under triaxial compression with high strain rate
Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the t...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Sinitsyn, Anatoly O. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2011 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer Science+Business Media, Inc. 2011 |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 48(2011), 5 vom: Nov., Seite 196-202 |
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| Übergeordnetes Werk: |
volume:48 ; year:2011 ; number:5 ; month:11 ; pages:196-202 |
| Links: |
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| DOI / URN: |
10.1007/s11204-011-9148-2 |
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OLC2033452638 |
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| 520 | |a Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. | ||
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10.1007/s11204-011-9148-2 doi (DE-627)OLC2033452638 (DE-He213)s11204-011-9148-2-p DE-627 ger DE-627 rakwb eng 690 VZ Sinitsyn, Anatoly O. verfasserin aut Strength of frozen saline silt under triaxial compression with high strain rate 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. High Strain Rate Radial Stress Triaxial Compression Constant Strain Rate Triaxial Compression Test Løset, Sveinung aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 5 vom: Nov., Seite 196-202 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:5 month:11 pages:196-202 https://doi.org/10.1007/s11204-011-9148-2 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 48 2011 5 11 196-202 |
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10.1007/s11204-011-9148-2 doi (DE-627)OLC2033452638 (DE-He213)s11204-011-9148-2-p DE-627 ger DE-627 rakwb eng 690 VZ Sinitsyn, Anatoly O. verfasserin aut Strength of frozen saline silt under triaxial compression with high strain rate 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. High Strain Rate Radial Stress Triaxial Compression Constant Strain Rate Triaxial Compression Test Løset, Sveinung aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 5 vom: Nov., Seite 196-202 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:5 month:11 pages:196-202 https://doi.org/10.1007/s11204-011-9148-2 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 48 2011 5 11 196-202 |
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10.1007/s11204-011-9148-2 doi (DE-627)OLC2033452638 (DE-He213)s11204-011-9148-2-p DE-627 ger DE-627 rakwb eng 690 VZ Sinitsyn, Anatoly O. verfasserin aut Strength of frozen saline silt under triaxial compression with high strain rate 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. High Strain Rate Radial Stress Triaxial Compression Constant Strain Rate Triaxial Compression Test Løset, Sveinung aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 5 vom: Nov., Seite 196-202 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:5 month:11 pages:196-202 https://doi.org/10.1007/s11204-011-9148-2 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 48 2011 5 11 196-202 |
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10.1007/s11204-011-9148-2 doi (DE-627)OLC2033452638 (DE-He213)s11204-011-9148-2-p DE-627 ger DE-627 rakwb eng 690 VZ Sinitsyn, Anatoly O. verfasserin aut Strength of frozen saline silt under triaxial compression with high strain rate 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, Inc. 2011 Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. High Strain Rate Radial Stress Triaxial Compression Constant Strain Rate Triaxial Compression Test Løset, Sveinung aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 48(2011), 5 vom: Nov., Seite 196-202 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:48 year:2011 number:5 month:11 pages:196-202 https://doi.org/10.1007/s11204-011-9148-2 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 48 2011 5 11 196-202 |
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strength of frozen saline silt under triaxial compression with high strain rate |
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Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. © Springer Science+Business Media, Inc. 2011 |
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Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. © Springer Science+Business Media, Inc. 2011 |
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Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. The goal of this study is to examine the effects of high strain rates and hydrostatic pressures on the strength of frozen saline soil at temperatures close to the temperature of freezing. Results of shear strength tests are presented. The significant influence of strain rate, radial stresses, and temperature on shear strength is outlined. © Springer Science+Business Media, Inc. 2011 |
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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">OLC2033452638</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230504044451.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2011 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11204-011-9148-2</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2033452638</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11204-011-9148-2-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">Sinitsyn, Anatoly O.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Strength of frozen saline silt under triaxial compression with high strain rate</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2011</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. 2011</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Frozen saline silt under triaxial compression with high strain rates and temperatures close to freezing of the pore solution is tested. 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