Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days
Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS wa...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Sunitsakul, Jutha [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 B.V. 2011 |
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| Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Springer Netherlands, 1991, 30(2011), 1 vom: 11. Okt., Seite 263-268 |
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| Übergeordnetes Werk: |
volume:30 ; year:2011 ; number:1 ; day:11 ; month:10 ; pages:263-268 |
| Links: |
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| DOI / URN: |
10.1007/s10706-011-9460-7 |
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OLC2025964625 |
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| 520 | |a Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. | ||
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10.1007/s10706-011-9460-7 doi (DE-627)OLC2025964625 (DE-He213)s10706-011-9460-7-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Sunitsakul, Jutha verfasserin aut Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media B.V. 2011 Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. Unconfined compressive strength CBR Water to cement ratio Cement stabilized base Highway materials Sawatparnich, Attasit aut Sawangsuriya, Auckpath aut Enthalten in Geotechnical and geological engineering Springer Netherlands, 1991 30(2011), 1 vom: 11. Okt., Seite 263-268 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:30 year:2011 number:1 day:11 month:10 pages:263-268 https://doi.org/10.1007/s10706-011-9460-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 GBV_ILN_2027 AR 30 2011 1 11 10 263-268 |
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10.1007/s10706-011-9460-7 doi (DE-627)OLC2025964625 (DE-He213)s10706-011-9460-7-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Sunitsakul, Jutha verfasserin aut Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media B.V. 2011 Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. Unconfined compressive strength CBR Water to cement ratio Cement stabilized base Highway materials Sawatparnich, Attasit aut Sawangsuriya, Auckpath aut Enthalten in Geotechnical and geological engineering Springer Netherlands, 1991 30(2011), 1 vom: 11. Okt., Seite 263-268 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:30 year:2011 number:1 day:11 month:10 pages:263-268 https://doi.org/10.1007/s10706-011-9460-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 GBV_ILN_2027 AR 30 2011 1 11 10 263-268 |
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10.1007/s10706-011-9460-7 doi (DE-627)OLC2025964625 (DE-He213)s10706-011-9460-7-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Sunitsakul, Jutha verfasserin aut Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media B.V. 2011 Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. Unconfined compressive strength CBR Water to cement ratio Cement stabilized base Highway materials Sawatparnich, Attasit aut Sawangsuriya, Auckpath aut Enthalten in Geotechnical and geological engineering Springer Netherlands, 1991 30(2011), 1 vom: 11. Okt., Seite 263-268 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:30 year:2011 number:1 day:11 month:10 pages:263-268 https://doi.org/10.1007/s10706-011-9460-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 GBV_ILN_2027 AR 30 2011 1 11 10 263-268 |
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10.1007/s10706-011-9460-7 doi (DE-627)OLC2025964625 (DE-He213)s10706-011-9460-7-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Sunitsakul, Jutha verfasserin aut Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media B.V. 2011 Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. Unconfined compressive strength CBR Water to cement ratio Cement stabilized base Highway materials Sawatparnich, Attasit aut Sawangsuriya, Auckpath aut Enthalten in Geotechnical and geological engineering Springer Netherlands, 1991 30(2011), 1 vom: 11. Okt., Seite 263-268 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:30 year:2011 number:1 day:11 month:10 pages:263-268 https://doi.org/10.1007/s10706-011-9460-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 GBV_ILN_2027 AR 30 2011 1 11 10 263-268 |
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10.1007/s10706-011-9460-7 doi (DE-627)OLC2025964625 (DE-He213)s10706-011-9460-7-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Sunitsakul, Jutha verfasserin aut Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days 2011 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media B.V. 2011 Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. Unconfined compressive strength CBR Water to cement ratio Cement stabilized base Highway materials Sawatparnich, Attasit aut Sawangsuriya, Auckpath aut Enthalten in Geotechnical and geological engineering Springer Netherlands, 1991 30(2011), 1 vom: 11. Okt., Seite 263-268 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:30 year:2011 number:1 day:11 month:10 pages:263-268 https://doi.org/10.1007/s10706-011-9460-7 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-GEO SSG-OLC-PHA SSG-OLC-DE-84 SSG-OPC-GGO SSG-OPC-GEO GBV_ILN_70 GBV_ILN_2027 AR 30 2011 1 11 10 263-268 |
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Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days |
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Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. © Springer Science+Business Media B.V. 2011 |
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Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. © Springer Science+Business Media B.V. 2011 |
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Abstract Unconfined compressive strength (UCS) of cement stabilized bases was collected from a number of highway construction projects in Thailand. Results from the statistical analysis indicated that the most important factors affecting the UCS were the CBR and the water to cement ratio. The UCS was however independent on the dry density. A statistical model was developed in the study to predict the UCS of cement stabilized bases. A model was developed based on the following criteria: (1) the dry density of the sample shall be greater than 95 percent of the maximum dry density based on the modified Proctor compaction, (2) samples shall be soaked for at least 2 h prior to testing, and (3) the CBR shall be measured at 0.1 inch (2.5 mm) penetration. © Springer Science+Business Media B.V. 2011 |
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Prediction of Unconfined Compressive Strength of Soil–Cement at 7 Days |
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Sawatparnich, Attasit Sawangsuriya, Auckpath |
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