Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria
Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic p...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Edet, A. E. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
1994 |
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| Schlagwörter: |
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| Anmerkung: |
© International Association of Engineering Geology 1994 |
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| Übergeordnetes Werk: |
Enthalten in: Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur - Springer Berlin Heidelberg, 1970, 49(1994), 1 vom: 01. Apr., Seite 41-45 |
|---|---|
| Übergeordnetes Werk: |
volume:49 ; year:1994 ; number:1 ; day:01 ; month:04 ; pages:41-45 |
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| DOI / URN: |
10.1007/BF02594999 |
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| 520 | |a Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. | ||
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10.1007/BF02594999 doi (DE-627)OLC2061676995 (DE-He213)BF02594999-p DE-627 ger DE-627 rakwb eng 550 600 VZ Edet, A. E. verfasserin aut Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria 1994 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1994 Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. Nigeria Unconfined Compressive Strength Standard Penetration Test Cone Penetration Test Cone Resistance Oden, M. I. aut Efretuei, O. E. aut Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 49(1994), 1 vom: 01. Apr., Seite 41-45 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:49 year:1994 number:1 day:01 month:04 pages:41-45 https://doi.org/10.1007/BF02594999 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_30 GBV_ILN_40 GBV_ILN_65 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 49 1994 1 01 04 41-45 |
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10.1007/BF02594999 doi (DE-627)OLC2061676995 (DE-He213)BF02594999-p DE-627 ger DE-627 rakwb eng 550 600 VZ Edet, A. E. verfasserin aut Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria 1994 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1994 Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. Nigeria Unconfined Compressive Strength Standard Penetration Test Cone Penetration Test Cone Resistance Oden, M. I. aut Efretuei, O. E. aut Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 49(1994), 1 vom: 01. Apr., Seite 41-45 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:49 year:1994 number:1 day:01 month:04 pages:41-45 https://doi.org/10.1007/BF02594999 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_30 GBV_ILN_40 GBV_ILN_65 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 49 1994 1 01 04 41-45 |
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10.1007/BF02594999 doi (DE-627)OLC2061676995 (DE-He213)BF02594999-p DE-627 ger DE-627 rakwb eng 550 600 VZ Edet, A. E. verfasserin aut Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria 1994 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1994 Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. Nigeria Unconfined Compressive Strength Standard Penetration Test Cone Penetration Test Cone Resistance Oden, M. I. aut Efretuei, O. E. aut Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 49(1994), 1 vom: 01. Apr., Seite 41-45 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:49 year:1994 number:1 day:01 month:04 pages:41-45 https://doi.org/10.1007/BF02594999 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_30 GBV_ILN_40 GBV_ILN_65 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 49 1994 1 01 04 41-45 |
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10.1007/BF02594999 doi (DE-627)OLC2061676995 (DE-He213)BF02594999-p DE-627 ger DE-627 rakwb eng 550 600 VZ Edet, A. E. verfasserin aut Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria 1994 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1994 Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. Nigeria Unconfined Compressive Strength Standard Penetration Test Cone Penetration Test Cone Resistance Oden, M. I. aut Efretuei, O. E. aut Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 49(1994), 1 vom: 01. Apr., Seite 41-45 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:49 year:1994 number:1 day:01 month:04 pages:41-45 https://doi.org/10.1007/BF02594999 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_30 GBV_ILN_40 GBV_ILN_65 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 49 1994 1 01 04 41-45 |
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10.1007/BF02594999 doi (DE-627)OLC2061676995 (DE-He213)BF02594999-p DE-627 ger DE-627 rakwb eng 550 600 VZ Edet, A. E. verfasserin aut Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria 1994 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1994 Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. Nigeria Unconfined Compressive Strength Standard Penetration Test Cone Penetration Test Cone Resistance Oden, M. I. aut Efretuei, O. E. aut Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 49(1994), 1 vom: 01. Apr., Seite 41-45 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:49 year:1994 number:1 day:01 month:04 pages:41-45 https://doi.org/10.1007/BF02594999 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-GEO SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_30 GBV_ILN_40 GBV_ILN_65 GBV_ILN_70 GBV_ILN_2014 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 49 1994 1 01 04 41-45 |
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correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, southeastern nigeria |
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Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria |
| abstract |
Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. © International Association of Engineering Geology 1994 |
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Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. © International Association of Engineering Geology 1994 |
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Abstract Test results using the cone and standard penetrometers carried out in parts of the Coastal Plain Sands were correlated by graphical means. Results indicate that the cone resistance $ q_{c} $, increases with increasing standard penetration, N, giving a positive slope on a normal arithmetic plot. The least square equation relating both parameters is in the form y=mx. The $ q_{c} $ and N values are then used as the basis for rating the engineering characteristics of the Coastal Plain Sands. © International Association of Engineering Geology 1994 |
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Correlation between cone penetration resistance and standard penetration in parts of the coastal plain sands, Southeastern Nigeria |
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Oden, M. I. Efretuei, O. E. |
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