Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost
AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temp...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Flynn, David [verfasserIn] |
|---|
| Format: |
Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2016 |
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| Rechteinformationen: |
Nutzungsrecht: © 2016 American Society of Civil Engineers |
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| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: Journal of cold regions engineering - New York, NY : ASCE, 1987, (2016) |
|---|---|
| Übergeordnetes Werk: |
year:2016 |
| Links: |
|---|
| DOI / URN: |
10.1061/(ASCE)CR.1943-5495.0000106 |
|---|
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OLC1975677137 |
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| 520 | |a AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. | ||
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10.1061/(ASCE)CR.1943-5495.0000106 doi PQ20160610 (DE-627)OLC1975677137 (DE-599)GBVOLC1975677137 (PRQ)a986-1141b286480ab71fe125ca47d3f484201079754197c2bd3b90428193343ac5400 (KEY)0159943720160000000000000000forecastinggroundtemperaturesunderahighwayembankme DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Flynn, David verfasserin aut Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Alfaro, Marolo oth Arenson, Lukas U oth Kurz, David oth Graham, Jim oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 (2016) (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns year:2016 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000106 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 50.99 AVZ 56.11 AVZ AR 2016 |
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10.1061/(ASCE)CR.1943-5495.0000106 doi PQ20160610 (DE-627)OLC1975677137 (DE-599)GBVOLC1975677137 (PRQ)a986-1141b286480ab71fe125ca47d3f484201079754197c2bd3b90428193343ac5400 (KEY)0159943720160000000000000000forecastinggroundtemperaturesunderahighwayembankme DE-627 ger DE-627 rakwb eng 690 ZDB 50.99 bkl 56.11 bkl Flynn, David verfasserin aut Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost 2016 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. Nutzungsrecht: © 2016 American Society of Civil Engineers Technical Papers Alfaro, Marolo oth Arenson, Lukas U oth Kurz, David oth Graham, Jim oth Enthalten in Journal of cold regions engineering New York, NY : ASCE, 1987 (2016) (DE-627)130412376 (DE-600)622957-8 (DE-576)015915395 0887-381X nnns year:2016 http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000106 Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 50.99 AVZ 56.11 AVZ AR 2016 |
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Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost |
| abstract |
AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. |
| abstractGer |
AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. |
| abstract_unstemmed |
AbstractChanges in air and ground temperatures can lead to degradation of permafrost, thawing of ground ice, and damage to linear infrastructure such as highways, railways, airfield runways, and pipelines. As part of research into the behavior of road embankments on degrading permafrost, ground temperatures under an instrumented highway embankment were recorded over 4 years. The project site is located 18 km north of Thompson, Manitoba, Canada. Thermistor strings were among several types of instruments installed beneath the toe, midslope, shoulder, and centerline of the embankment. The principal objective of the research was thermal numerical modeling of current and projected future ground temperatures in the embankment and its foundation. Measured ground temperatures were used with local climate records to calibrate a two-dimensional thermal numerical model. Future changes projected by climatologists were then used to simulate potential long-term temperature in the embankment. |
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GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC GBV_ILN_70 GBV_ILN_2006 GBV_ILN_4700 |
| title_short |
Forecasting Ground Temperatures under a Highway Embankment on Degrading Permafrost |
| url |
http://dx.doi.org/10.1061/(ASCE)CR.1943-5495.0000106 |
| remote_bool |
false |
| author2 |
Alfaro, Marolo Arenson, Lukas U Kurz, David Graham, Jim |
| author2Str |
Alfaro, Marolo Arenson, Lukas U Kurz, David Graham, Jim |
| ppnlink |
130412376 |
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| hochschulschrift_bool |
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| author2_role |
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| doi_str |
10.1061/(ASCE)CR.1943-5495.0000106 |
| up_date |
2024-07-04T07:03:20.152Z |
| _version_ |
1803631041083080704 |
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7.40158 |