Estimation of undrained shear strength for saturated clay using shear wave velocity
Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-s...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Oh, Tae-Min [verfasserIn] |
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| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Rechteinformationen: |
Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Marine georesources & geotechnology - London : Taylor & Francis, 1993, 35(2017), 2, Seite 236-9 |
|---|---|
| Übergeordnetes Werk: |
volume:35 ; year:2017 ; number:2 ; pages:236-9 |
| Links: |
|---|
| DOI / URN: |
10.1080/1064119X.2016.1140855 |
|---|
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OLC1990409350 |
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| 520 | |a Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. | ||
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| 650 | 4 | |a shear wave velocity | |
| 650 | 4 | |a soft soil | |
| 650 | 4 | |a Clay | |
| 650 | 4 | |a elastic wave | |
| 650 | 4 | |a undrained shear strength | |
| 650 | 4 | |a Shear strength | |
| 650 | 4 | |a Velocity | |
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10.1080/1064119X.2016.1140855 doi PQ20170301 (DE-627)OLC1990409350 (DE-599)GBVOLC1990409350 (PRQ)c1545-9e23a7993b435f95d77cfa9a223e834b4acc7b6db7b7828777aeaf0a258b13b10 (KEY)0035545320170000035000200236estimationofundrainedshearstrengthforsaturatedclay DE-627 ger DE-627 rakwb eng 550 DNB Oh, Tae-Min verfasserin aut Estimation of undrained shear strength for saturated clay using shear wave velocity 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils Bang, Eun-Seok oth Cho, Gye-Chun oth Park, Eui-Seob oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 35(2017), 2, Seite 236-9 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:35 year:2017 number:2 pages:236-9 http://dx.doi.org/10.1080/1064119X.2016.1140855 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1140855 http://search.proquest.com/docview/1832900084 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 35 2017 2 236-9 |
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10.1080/1064119X.2016.1140855 doi PQ20170301 (DE-627)OLC1990409350 (DE-599)GBVOLC1990409350 (PRQ)c1545-9e23a7993b435f95d77cfa9a223e834b4acc7b6db7b7828777aeaf0a258b13b10 (KEY)0035545320170000035000200236estimationofundrainedshearstrengthforsaturatedclay DE-627 ger DE-627 rakwb eng 550 DNB Oh, Tae-Min verfasserin aut Estimation of undrained shear strength for saturated clay using shear wave velocity 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils Bang, Eun-Seok oth Cho, Gye-Chun oth Park, Eui-Seob oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 35(2017), 2, Seite 236-9 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:35 year:2017 number:2 pages:236-9 http://dx.doi.org/10.1080/1064119X.2016.1140855 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1140855 http://search.proquest.com/docview/1832900084 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 35 2017 2 236-9 |
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10.1080/1064119X.2016.1140855 doi PQ20170301 (DE-627)OLC1990409350 (DE-599)GBVOLC1990409350 (PRQ)c1545-9e23a7993b435f95d77cfa9a223e834b4acc7b6db7b7828777aeaf0a258b13b10 (KEY)0035545320170000035000200236estimationofundrainedshearstrengthforsaturatedclay DE-627 ger DE-627 rakwb eng 550 DNB Oh, Tae-Min verfasserin aut Estimation of undrained shear strength for saturated clay using shear wave velocity 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils Bang, Eun-Seok oth Cho, Gye-Chun oth Park, Eui-Seob oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 35(2017), 2, Seite 236-9 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:35 year:2017 number:2 pages:236-9 http://dx.doi.org/10.1080/1064119X.2016.1140855 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1140855 http://search.proquest.com/docview/1832900084 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 35 2017 2 236-9 |
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10.1080/1064119X.2016.1140855 doi PQ20170301 (DE-627)OLC1990409350 (DE-599)GBVOLC1990409350 (PRQ)c1545-9e23a7993b435f95d77cfa9a223e834b4acc7b6db7b7828777aeaf0a258b13b10 (KEY)0035545320170000035000200236estimationofundrainedshearstrengthforsaturatedclay DE-627 ger DE-627 rakwb eng 550 DNB Oh, Tae-Min verfasserin aut Estimation of undrained shear strength for saturated clay using shear wave velocity 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils Bang, Eun-Seok oth Cho, Gye-Chun oth Park, Eui-Seob oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 35(2017), 2, Seite 236-9 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:35 year:2017 number:2 pages:236-9 http://dx.doi.org/10.1080/1064119X.2016.1140855 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1140855 http://search.proquest.com/docview/1832900084 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 35 2017 2 236-9 |
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10.1080/1064119X.2016.1140855 doi PQ20170301 (DE-627)OLC1990409350 (DE-599)GBVOLC1990409350 (PRQ)c1545-9e23a7993b435f95d77cfa9a223e834b4acc7b6db7b7828777aeaf0a258b13b10 (KEY)0035545320170000035000200236estimationofundrainedshearstrengthforsaturatedclay DE-627 ger DE-627 rakwb eng 550 DNB Oh, Tae-Min verfasserin aut Estimation of undrained shear strength for saturated clay using shear wave velocity 2017 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. Nutzungsrecht: Copyright © Taylor & Francis Group, LLC 2017 shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils Bang, Eun-Seok oth Cho, Gye-Chun oth Park, Eui-Seob oth Enthalten in Marine georesources & geotechnology London : Taylor & Francis, 1993 35(2017), 2, Seite 236-9 (DE-627)131208063 (DE-600)1154521-5 (DE-576)034209581 1064-119X nnns volume:35 year:2017 number:2 pages:236-9 http://dx.doi.org/10.1080/1064119X.2016.1140855 Volltext http://www.tandfonline.com/doi/abs/10.1080/1064119X.2016.1140855 http://search.proquest.com/docview/1832900084 GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_21 GBV_ILN_70 GBV_ILN_612 GBV_ILN_2027 AR 35 2017 2 236-9 |
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550 DNB Estimation of undrained shear strength for saturated clay using shear wave velocity shear wave velocity soft soil Clay elastic wave undrained shear strength Shear strength Velocity Geoengineering Soils |
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Estimation of undrained shear strength for saturated clay using shear wave velocity |
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Estimation of undrained shear strength for saturated clay using shear wave velocity |
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Oh, Tae-Min |
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estimation of undrained shear strength for saturated clay using shear wave velocity |
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Estimation of undrained shear strength for saturated clay using shear wave velocity |
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Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. |
| abstractGer |
Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. |
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Undrained shear strength is a fundamental parameter for estimating the stability of soft soils. This study explores the relationship between undrained shear strength, void ratio, and shear wave velocity for saturated and normally consolidated clay specimens. The undrained shear strength void ratio-shear wave velocity relationship was correlated to empirically determined parameters of selected marine clay specimens. To verify the proposed relationship between undrained shear strength and shear wave velocity, in situ flat dilatometer tests were used for determining the undrained shear strength, and downhole tests were used to assess the shear wave velocity on a natural soil deposit at various depths. The undrained shear strength estimated from the in situ shear wave velocities was compared to the undrained shear strength obtained in the field. The results show that the inferred undrained shear strength yield similar values and follow the same trends as the in situ undrained shear strength data. This method using shear wave velocity can help to nondestructively estimate the undrained shear strength of soft soils in the field and be used in both on-shore and off-shore geotechnical engineering projects. |
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Estimation of undrained shear strength for saturated clay using shear wave velocity |
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Bang, Eun-Seok Cho, Gye-Chun Park, Eui-Seob |
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