Transitional Behaviors in Well-Graded Coarse Granular Soils
AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, ind...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Liu, Hanlong [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © 2016 American Society of Civil Engineers |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Journal of geotechnical and geoenvironmental engineering - Reston, Va. : American Society of Civil Engineers, ASCE, 1997, 142(2016), 12 |
|---|---|
| Übergeordnetes Werk: |
volume:142 ; year:2016 ; number:12 |
| Links: |
|---|
| DOI / URN: |
10.1061/(ASCE)GT.1943-5606.0001551 |
|---|
| Katalog-ID: |
OLC1987703065 |
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| 520 | |a AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. | ||
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| 700 | 1 | |a Liu, Hong |4 oth | |
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10.1061/(ASCE)GT.1943-5606.0001551 doi PQ20170206 (DE-627)OLC1987703065 (DE-599)GBVOLC1987703065 (PRQ)a1873-698028b6aaf50297256b69059fdb6b02ea60d8b0a2ef6604cd83000990cdddab0 (KEY)0050845420160000142001200000transitionalbehaviorsinwellgradedcoarsegranularsoi DE-627 ger DE-627 rakwb eng 690 DNB Liu, Hanlong verfasserin aut Transitional Behaviors in Well-Graded Coarse Granular Soils 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Note Technical Notes Xiao, Yang oth Jiang, Jingshan oth Coop, M. R oth Liu, Hong oth Enthalten in Journal of geotechnical and geoenvironmental engineering Reston, Va. : American Society of Civil Engineers, ASCE, 1997 142(2016), 12 (DE-627)221306676 (DE-600)1356001-3 (DE-576)056756089 1090-0241 nnns volume:142 year:2016 number:12 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2354 GBV_ILN_4266 GBV_ILN_4314 GBV_ILN_4700 AR 142 2016 12 |
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10.1061/(ASCE)GT.1943-5606.0001551 doi PQ20170206 (DE-627)OLC1987703065 (DE-599)GBVOLC1987703065 (PRQ)a1873-698028b6aaf50297256b69059fdb6b02ea60d8b0a2ef6604cd83000990cdddab0 (KEY)0050845420160000142001200000transitionalbehaviorsinwellgradedcoarsegranularsoi DE-627 ger DE-627 rakwb eng 690 DNB Liu, Hanlong verfasserin aut Transitional Behaviors in Well-Graded Coarse Granular Soils 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Note Technical Notes Xiao, Yang oth Jiang, Jingshan oth Coop, M. R oth Liu, Hong oth Enthalten in Journal of geotechnical and geoenvironmental engineering Reston, Va. : American Society of Civil Engineers, ASCE, 1997 142(2016), 12 (DE-627)221306676 (DE-600)1356001-3 (DE-576)056756089 1090-0241 nnns volume:142 year:2016 number:12 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2354 GBV_ILN_4266 GBV_ILN_4314 GBV_ILN_4700 AR 142 2016 12 |
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10.1061/(ASCE)GT.1943-5606.0001551 doi PQ20170206 (DE-627)OLC1987703065 (DE-599)GBVOLC1987703065 (PRQ)a1873-698028b6aaf50297256b69059fdb6b02ea60d8b0a2ef6604cd83000990cdddab0 (KEY)0050845420160000142001200000transitionalbehaviorsinwellgradedcoarsegranularsoi DE-627 ger DE-627 rakwb eng 690 DNB Liu, Hanlong verfasserin aut Transitional Behaviors in Well-Graded Coarse Granular Soils 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Note Technical Notes Xiao, Yang oth Jiang, Jingshan oth Coop, M. R oth Liu, Hong oth Enthalten in Journal of geotechnical and geoenvironmental engineering Reston, Va. : American Society of Civil Engineers, ASCE, 1997 142(2016), 12 (DE-627)221306676 (DE-600)1356001-3 (DE-576)056756089 1090-0241 nnns volume:142 year:2016 number:12 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2354 GBV_ILN_4266 GBV_ILN_4314 GBV_ILN_4700 AR 142 2016 12 |
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10.1061/(ASCE)GT.1943-5606.0001551 doi PQ20170206 (DE-627)OLC1987703065 (DE-599)GBVOLC1987703065 (PRQ)a1873-698028b6aaf50297256b69059fdb6b02ea60d8b0a2ef6604cd83000990cdddab0 (KEY)0050845420160000142001200000transitionalbehaviorsinwellgradedcoarsegranularsoi DE-627 ger DE-627 rakwb eng 690 DNB Liu, Hanlong verfasserin aut Transitional Behaviors in Well-Graded Coarse Granular Soils 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Note Technical Notes Xiao, Yang oth Jiang, Jingshan oth Coop, M. R oth Liu, Hong oth Enthalten in Journal of geotechnical and geoenvironmental engineering Reston, Va. : American Society of Civil Engineers, ASCE, 1997 142(2016), 12 (DE-627)221306676 (DE-600)1356001-3 (DE-576)056756089 1090-0241 nnns volume:142 year:2016 number:12 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2354 GBV_ILN_4266 GBV_ILN_4314 GBV_ILN_4700 AR 142 2016 12 |
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10.1061/(ASCE)GT.1943-5606.0001551 doi PQ20170206 (DE-627)OLC1987703065 (DE-599)GBVOLC1987703065 (PRQ)a1873-698028b6aaf50297256b69059fdb6b02ea60d8b0a2ef6604cd83000990cdddab0 (KEY)0050845420160000142001200000transitionalbehaviorsinwellgradedcoarsegranularsoi DE-627 ger DE-627 rakwb eng 690 DNB Liu, Hanlong verfasserin aut Transitional Behaviors in Well-Graded Coarse Granular Soils 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Note Technical Notes Xiao, Yang oth Jiang, Jingshan oth Coop, M. R oth Liu, Hong oth Enthalten in Journal of geotechnical and geoenvironmental engineering Reston, Va. : American Society of Civil Engineers, ASCE, 1997 142(2016), 12 (DE-627)221306676 (DE-600)1356001-3 (DE-576)056756089 1090-0241 nnns volume:142 year:2016 number:12 http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 Volltext http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_23 GBV_ILN_70 GBV_ILN_2006 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2354 GBV_ILN_4266 GBV_ILN_4314 GBV_ILN_4700 AR 142 2016 12 |
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Transitional Behaviors in Well-Graded Coarse Granular Soils |
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| title_full |
Transitional Behaviors in Well-Graded Coarse Granular Soils |
| author_sort |
Liu, Hanlong |
| journal |
Journal of geotechnical and geoenvironmental engineering |
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Journal of geotechnical and geoenvironmental engineering |
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eng |
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600 - Technology |
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2016 |
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Liu, Hanlong |
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Liu, Hanlong |
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10.1061/(ASCE)GT.1943-5606.0001551 |
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690 |
| title_sort |
transitional behaviors in well-graded coarse granular soils |
| title_auth |
Transitional Behaviors in Well-Graded Coarse Granular Soils |
| abstract |
AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. |
| abstractGer |
AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. |
| abstract_unstemmed |
AbstractDrained triaxial compression tests were carried out for a well-graded coarse granular soil (CGS) to investigate the effect of the initial specific volume on the location of the critical state line (CSL). A family of parallel CSLs in the v∼logp′ plane was observed for the well-graded CGS, indicating that it exhibited transitional behavior. The degree of transitional behavior was quantified from the relationship between the intercepts of the CSLs and the initial specific volumes, giving a value of 0.59, which indicated a substantially transitional behavior. The observations of the CSL pattern in the CGS illustrated that transitional behavior could be extended to large-sized granular soils, beyond the usual transitional soils that have been observed so far, which generally have gradings between those of clean sand and plastic clay. |
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| container_issue |
12 |
| title_short |
Transitional Behaviors in Well-Graded Coarse Granular Soils |
| url |
http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001551 http://ascelibrary.org/doi/abs/10.1061/(ASCE)GT.1943-5606.0001551 |
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Xiao, Yang Jiang, Jingshan Coop, M. R Liu, Hong |
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Xiao, Yang Jiang, Jingshan Coop, M. R Liu, Hong |
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10.1061/(ASCE)GT.1943-5606.0001551 |
| up_date |
2024-07-03T15:00:35.448Z |
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