Engineering geology of Copenhagen
Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Frederiksen, J. K. [verfasserIn] Brendstrup, J. [verfasserIn] Eriksen, F. S. [verfasserIn] Gordon, M. A. [verfasserIn] Knudsen, C. [verfasserIn] Jørgensen, M. E. [verfasserIn] Møller, H. M. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2003 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Bulletin of engineering geology and the environment - Berlin : Springer, 1970, 62(2003), 3 vom: 28. Mai, Seite 189-206 |
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| Übergeordnetes Werk: |
volume:62 ; year:2003 ; number:3 ; day:28 ; month:05 ; pages:189-206 |
| Links: |
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| DOI / URN: |
10.1007/s10064-003-0189-2 |
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| Katalog-ID: |
SPR008463425 |
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| 520 | |a Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. | ||
| 650 | 4 | |a Copenhagen |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Geology |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Danian Limestone |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Quaternary deposits |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Fill distribution |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Groundwater conditions |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Brendstrup, J. |e verfasserin |4 aut | |
| 700 | 1 | |a Eriksen, F. S. |e verfasserin |4 aut | |
| 700 | 1 | |a Gordon, M. A. |e verfasserin |4 aut | |
| 700 | 1 | |a Knudsen, C. |e verfasserin |4 aut | |
| 700 | 1 | |a Jørgensen, M. E. |e verfasserin |4 aut | |
| 700 | 1 | |a Møller, H. M. |e verfasserin |4 aut | |
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| 773 | 1 | 8 | |g volume:62 |g year:2003 |g number:3 |g day:28 |g month:05 |g pages:189-206 |
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2003 |
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10.1007/s10064-003-0189-2 doi (DE-627)SPR008463425 (SPR)s10064-003-0189-2-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Frederiksen, J. K. verfasserin aut Engineering geology of Copenhagen 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 Brendstrup, J. verfasserin aut Eriksen, F. S. verfasserin aut Gordon, M. A. verfasserin aut Knudsen, C. verfasserin aut Jørgensen, M. E. verfasserin aut Møller, H. M. verfasserin aut Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 62(2003), 3 vom: 28. Mai, Seite 189-206 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:62 year:2003 number:3 day:28 month:05 pages:189-206 https://dx.doi.org/10.1007/s10064-003-0189-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_267 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.00 ASE 56.20 ASE AR 62 2003 3 28 05 189-206 |
| spelling |
10.1007/s10064-003-0189-2 doi (DE-627)SPR008463425 (SPR)s10064-003-0189-2-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Frederiksen, J. K. verfasserin aut Engineering geology of Copenhagen 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 Brendstrup, J. verfasserin aut Eriksen, F. S. verfasserin aut Gordon, M. A. verfasserin aut Knudsen, C. verfasserin aut Jørgensen, M. E. verfasserin aut Møller, H. M. verfasserin aut Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 62(2003), 3 vom: 28. Mai, Seite 189-206 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:62 year:2003 number:3 day:28 month:05 pages:189-206 https://dx.doi.org/10.1007/s10064-003-0189-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_267 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.00 ASE 56.20 ASE AR 62 2003 3 28 05 189-206 |
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10.1007/s10064-003-0189-2 doi (DE-627)SPR008463425 (SPR)s10064-003-0189-2-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Frederiksen, J. K. verfasserin aut Engineering geology of Copenhagen 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 Brendstrup, J. verfasserin aut Eriksen, F. S. verfasserin aut Gordon, M. A. verfasserin aut Knudsen, C. verfasserin aut Jørgensen, M. E. verfasserin aut Møller, H. M. verfasserin aut Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 62(2003), 3 vom: 28. Mai, Seite 189-206 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:62 year:2003 number:3 day:28 month:05 pages:189-206 https://dx.doi.org/10.1007/s10064-003-0189-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_267 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.00 ASE 56.20 ASE AR 62 2003 3 28 05 189-206 |
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10.1007/s10064-003-0189-2 doi (DE-627)SPR008463425 (SPR)s10064-003-0189-2-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Frederiksen, J. K. verfasserin aut Engineering geology of Copenhagen 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 Brendstrup, J. verfasserin aut Eriksen, F. S. verfasserin aut Gordon, M. A. verfasserin aut Knudsen, C. verfasserin aut Jørgensen, M. E. verfasserin aut Møller, H. M. verfasserin aut Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 62(2003), 3 vom: 28. Mai, Seite 189-206 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:62 year:2003 number:3 day:28 month:05 pages:189-206 https://dx.doi.org/10.1007/s10064-003-0189-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_267 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.00 ASE 56.20 ASE AR 62 2003 3 28 05 189-206 |
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10.1007/s10064-003-0189-2 doi (DE-627)SPR008463425 (SPR)s10064-003-0189-2-e DE-627 ger DE-627 rakwb eng 550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Frederiksen, J. K. verfasserin aut Engineering geology of Copenhagen 2003 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 Brendstrup, J. verfasserin aut Eriksen, F. S. verfasserin aut Gordon, M. A. verfasserin aut Knudsen, C. verfasserin aut Jørgensen, M. E. verfasserin aut Møller, H. M. verfasserin aut Enthalten in Bulletin of engineering geology and the environment Berlin : Springer, 1970 62(2003), 3 vom: 28. Mai, Seite 189-206 (DE-627)271597011 (DE-600)1480689-7 1435-9537 nnns volume:62 year:2003 number:3 day:28 month:05 pages:189-206 https://dx.doi.org/10.1007/s10064-003-0189-2 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OPC-GGO SSG-OPC-GEO SSG-OPC-ASE GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_267 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4012 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.58 ASE 56.00 ASE 56.20 ASE AR 62 2003 3 28 05 189-206 |
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Frederiksen, J. K. @@aut@@ Brendstrup, J. @@aut@@ Eriksen, F. S. @@aut@@ Gordon, M. A. @@aut@@ Knudsen, C. @@aut@@ Jørgensen, M. E. @@aut@@ Møller, H. M. @@aut@@ |
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K.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Engineering geology of Copenhagen</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2003</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Copenhagen</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geology</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Danian Limestone</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Quaternary deposits</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Fill distribution</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Groundwater conditions</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Brendstrup, J.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Eriksen, F. 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Frederiksen, J. K. |
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Frederiksen, J. K. ddc 550 bkl 38.58 bkl 56.00 bkl 56.20 misc Copenhagen misc Geology misc Danian Limestone misc Quaternary deposits misc Fill distribution misc Groundwater conditions Engineering geology of Copenhagen |
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550 600 ASE 38.58 bkl 56.00 bkl 56.20 bkl Engineering geology of Copenhagen Copenhagen (dpeaa)DE-He213 Geology (dpeaa)DE-He213 Danian Limestone (dpeaa)DE-He213 Quaternary deposits (dpeaa)DE-He213 Fill distribution (dpeaa)DE-He213 Groundwater conditions (dpeaa)DE-He213 |
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ddc 550 bkl 38.58 bkl 56.00 bkl 56.20 misc Copenhagen misc Geology misc Danian Limestone misc Quaternary deposits misc Fill distribution misc Groundwater conditions |
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Engineering geology of Copenhagen |
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Frederiksen, J. K. |
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Frederiksen, J. K. Brendstrup, J. Eriksen, F. S. Gordon, M. A. Knudsen, C. Jørgensen, M. E. Møller, H. M. |
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engineering geology of copenhagen |
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Engineering geology of Copenhagen |
| abstract |
Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. |
| abstractGer |
Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. |
| abstract_unstemmed |
Abstract Beneath most of Inner Copenhagen, the top of the Danian Limestone is situated between 10 and 15 m below the surface. For underground works, or indeed any form of construction that requires a deep foundation, a detailed knowledge of the character and variation in the quality of the limestone is therefore very important. The Copenhagen area has been covered by thick glaciers a number of times during at least four glacial stages in the Quaternary period. The Danian Limestone is therefore overlain by till deposits and meltwater deposits above which is a substantial layer of fill. The paper describes the bedrock and Quaternary geology and man's activities over the last 900 years. This has contributed to the development of the city, much of which is constructed on placed fill. The growing town expanded by filling areas formerly covered by the sea. A knowledge of the history of the city is therefore considered essential information for the engineering geologist/geotechnical engineer when designing the investigation for projects to be undertaken in the area of the old city. |
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3 |
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Engineering geology of Copenhagen |
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https://dx.doi.org/10.1007/s10064-003-0189-2 |
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Brendstrup, J. Eriksen, F. S. Gordon, M. A. Knudsen, C. Jørgensen, M. E. Møller, H. M. |
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Brendstrup, J. Eriksen, F. S. Gordon, M. A. Knudsen, C. Jørgensen, M. E. Møller, H. M. |
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10.1007/s10064-003-0189-2 |
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2024-07-03T21:10:35.002Z |
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| score |
7.401496 |