Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils
Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variable...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Houston, Sandra L. [verfasserIn] |
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| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Anmerkung: |
© Springer International Publishing Switzerland 2014 |
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| Übergeordnetes Werk: |
Enthalten in: Geotechnical and geological engineering - Springer International Publishing, 1991, 33(2014), 2 vom: 02. Sept., Seite 307-319 |
|---|---|
| Übergeordnetes Werk: |
volume:33 ; year:2014 ; number:2 ; day:02 ; month:09 ; pages:307-319 |
| Links: |
|---|
| DOI / URN: |
10.1007/s10706-014-9812-1 |
|---|
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OLC2025968329 |
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| 520 | |a Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. | ||
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| 650 | 4 | |a Unsaturated soil | |
| 650 | 4 | |a Thermally-induced settlement | |
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| 700 | 1 | |a Dye, Heather B. |4 aut | |
| 700 | 1 | |a Lingnau, Brian |4 aut | |
| 700 | 1 | |a Houston, William N. |4 aut | |
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10.1007/s10706-014-9812-1 doi (DE-627)OLC2025968329 (DE-He213)s10706-014-9812-1-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Houston, Sandra L. verfasserin aut Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer International Publishing Switzerland 2014 Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. Thermal loading Unsaturated soil Thermally-induced settlement Stress variables Dye, Heather B. aut Lingnau, Brian aut Houston, William N. aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 33(2014), 2 vom: 02. Sept., Seite 307-319 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:33 year:2014 number:2 day:02 month:09 pages:307-319 https://doi.org/10.1007/s10706-014-9812-1 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 33 2014 2 02 09 307-319 |
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10.1007/s10706-014-9812-1 doi (DE-627)OLC2025968329 (DE-He213)s10706-014-9812-1-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Houston, Sandra L. verfasserin aut Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer International Publishing Switzerland 2014 Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. Thermal loading Unsaturated soil Thermally-induced settlement Stress variables Dye, Heather B. aut Lingnau, Brian aut Houston, William N. aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 33(2014), 2 vom: 02. Sept., Seite 307-319 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:33 year:2014 number:2 day:02 month:09 pages:307-319 https://doi.org/10.1007/s10706-014-9812-1 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 33 2014 2 02 09 307-319 |
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10.1007/s10706-014-9812-1 doi (DE-627)OLC2025968329 (DE-He213)s10706-014-9812-1-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Houston, Sandra L. verfasserin aut Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer International Publishing Switzerland 2014 Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. Thermal loading Unsaturated soil Thermally-induced settlement Stress variables Dye, Heather B. aut Lingnau, Brian aut Houston, William N. aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 33(2014), 2 vom: 02. Sept., Seite 307-319 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:33 year:2014 number:2 day:02 month:09 pages:307-319 https://doi.org/10.1007/s10706-014-9812-1 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 33 2014 2 02 09 307-319 |
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10.1007/s10706-014-9812-1 doi (DE-627)OLC2025968329 (DE-He213)s10706-014-9812-1-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Houston, Sandra L. verfasserin aut Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer International Publishing Switzerland 2014 Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. Thermal loading Unsaturated soil Thermally-induced settlement Stress variables Dye, Heather B. aut Lingnau, Brian aut Houston, William N. aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 33(2014), 2 vom: 02. Sept., Seite 307-319 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:33 year:2014 number:2 day:02 month:09 pages:307-319 https://doi.org/10.1007/s10706-014-9812-1 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 33 2014 2 02 09 307-319 |
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10.1007/s10706-014-9812-1 doi (DE-627)OLC2025968329 (DE-He213)s10706-014-9812-1-p DE-627 ger DE-627 rakwb eng 620 660 550 VZ 19,1 ssgn Houston, Sandra L. verfasserin aut Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils 2014 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer International Publishing Switzerland 2014 Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. Thermal loading Unsaturated soil Thermally-induced settlement Stress variables Dye, Heather B. aut Lingnau, Brian aut Houston, William N. aut Enthalten in Geotechnical and geological engineering Springer International Publishing, 1991 33(2014), 2 vom: 02. Sept., Seite 307-319 (DE-627)130993441 (DE-600)1081719-0 (DE-576)032852495 0960-3182 nnns volume:33 year:2014 number:2 day:02 month:09 pages:307-319 https://doi.org/10.1007/s10706-014-9812-1 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 33 2014 2 02 09 307-319 |
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Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils |
| abstract |
Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. © Springer International Publishing Switzerland 2014 |
| abstractGer |
Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. © Springer International Publishing Switzerland 2014 |
| abstract_unstemmed |
Abstract In assessing the probable settlements of a heat generating structure on unsaturated soil three stress state variables that are of key importance are (a) temperature, (b) net normal stress, and (c) soil suction. Neglect of or substantial error in evaluation of any one of these three variables can result in substantial error in the estimation of thermally induced soil settlement. It is possible to obtain upper bound estimates of the thermally-induced strains by employing a low-cost laboratory test program utilizing ordinary convection drying ovens. However, if the upper bound values of strain and associated settlement are unacceptable, then it is necessary to use unsaturated soils testing equipment capable of measurement and control of soil suction, net normal stress, and temperature. The primary objective of the laboratory testing program is to obtain the best estimate of field response by using undisturbed soil samples and/or compacted fill samples, as appropriate, and subjecting the specimens to field-appropriate unsaturated soil stress state variables. This practice-focused approach for obtaining thermally-induced unsaturated soil settlements is demonstrated through a laboratory testing program applied to a soil profile. © Springer International Publishing Switzerland 2014 |
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| title_short |
Thermally-Induced Settlements for Heat Generating Structures on Unsaturated Soils |
| url |
https://doi.org/10.1007/s10706-014-9812-1 |
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| author2 |
Dye, Heather B. Lingnau, Brian Houston, William N. |
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Dye, Heather B. Lingnau, Brian Houston, William N. |
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| doi_str |
10.1007/s10706-014-9812-1 |
| up_date |
2024-07-04T02:47:49.107Z |
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