Geological hazards and water storage

Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Stapledon, D. H. [verfasserIn]

Format:	Artikel
Sprache:	Englisch

Erschienen:	1976

Schlagwörter:	Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation

Anmerkung:	© International Association of Engineering Geology 1976

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, 13(1976), 1 vom: 01. Juni, Seite 249-262
Übergeordnetes Werk:	volume:13 ; year:1976 ; number:1 ; day:01 ; month:06 ; pages:249-262

Links:	Volltext

DOI / URN:	10.1007/BF02634801

Katalog-ID:	OLC206166539X

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allfields	10.1007/BF02634801 doi (DE-627)OLC206166539X (DE-He213)BF02634801-p DE-627 ger DE-627 rakwb eng 550 600 VZ Stapledon, D. H. verfasserin aut Geological hazards and water storage 1976 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1976 Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 13(1976), 1 vom: 01. Juni, Seite 249-262 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:13 year:1976 number:1 day:01 month:06 pages:249-262 https://doi.org/10.1007/BF02634801 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_285 GBV_ILN_2016 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 13 1976 1 01 06 249-262
spelling	10.1007/BF02634801 doi (DE-627)OLC206166539X (DE-He213)BF02634801-p DE-627 ger DE-627 rakwb eng 550 600 VZ Stapledon, D. H. verfasserin aut Geological hazards and water storage 1976 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1976 Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 13(1976), 1 vom: 01. Juni, Seite 249-262 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:13 year:1976 number:1 day:01 month:06 pages:249-262 https://doi.org/10.1007/BF02634801 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_285 GBV_ILN_2016 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 13 1976 1 01 06 249-262
allfields_unstemmed	10.1007/BF02634801 doi (DE-627)OLC206166539X (DE-He213)BF02634801-p DE-627 ger DE-627 rakwb eng 550 600 VZ Stapledon, D. H. verfasserin aut Geological hazards and water storage 1976 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1976 Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 13(1976), 1 vom: 01. Juni, Seite 249-262 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:13 year:1976 number:1 day:01 month:06 pages:249-262 https://doi.org/10.1007/BF02634801 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_285 GBV_ILN_2016 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 13 1976 1 01 06 249-262
allfieldsGer	10.1007/BF02634801 doi (DE-627)OLC206166539X (DE-He213)BF02634801-p DE-627 ger DE-627 rakwb eng 550 600 VZ Stapledon, D. H. verfasserin aut Geological hazards and water storage 1976 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1976 Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 13(1976), 1 vom: 01. Juni, Seite 249-262 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:13 year:1976 number:1 day:01 month:06 pages:249-262 https://doi.org/10.1007/BF02634801 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_285 GBV_ILN_2016 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 13 1976 1 01 06 249-262
allfieldsSound	10.1007/BF02634801 doi (DE-627)OLC206166539X (DE-He213)BF02634801-p DE-627 ger DE-627 rakwb eng 550 600 VZ Stapledon, D. H. verfasserin aut Geological hazards and water storage 1976 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © International Association of Engineering Geology 1976 Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. Rock Mass Left Bank Rock Substance Slide Mass Excessive Deformation Enthalten in Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Springer Berlin Heidelberg, 1970 13(1976), 1 vom: 01. Juni, Seite 249-262 (DE-627)129378666 (DE-600)164473-7 (DE-576)014761408 0074-1612 nnns volume:13 year:1976 number:1 day:01 month:06 pages:249-262 https://doi.org/10.1007/BF02634801 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_285 GBV_ILN_2016 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4307 AR 13 1976 1 01 06 249-262
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title_full	Geological hazards and water storage
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journal	Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur
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doi_str_mv	10.1007/BF02634801
dewey-full	550 600
title_sort	geological hazards and water storage
title_auth	Geological hazards and water storage
abstract	Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. © International Association of Engineering Geology 1976
abstractGer	Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. © International Association of Engineering Geology 1976
abstract_unstemmed	Summary About 1 percent of the 9000 large dams in service throughout the world during the period 1900–1965 have failed and another 2 percent have suffered serious accidents. In more than 50 percent of these cases the damage could be related to geological causes. This Paper presents brief analyses of 9 projects which have been seriously affected by incidents related to geological causes and derives for each project a list of factors which are judged to have contributed to the incidents. It is shown that a significant number of incidents have occurred due to technological factors which were either unknown or inadequately understood at the time of design or construction of the project. It is concluded that there are undoubtedly still some unknown geotechnical factors in water storage engineering and that designs should continue to allow for this situation. The other contributing factors are mostly concerned with deficiencies in the application of geological science to civil engineering. To overcome such deficiencies an objective-oriented site investigation approach is outlined in which geological methods are applied together with engineering methods, to provide answers to various engineering questions. These questions mostly relate to possible changes to the site environment resulting from construction and operation of the project, and in particular to possible modes of failure of the project. It is considered important that geological data for water storage projects should be obtained in such a systematic manner and that the geological input be provided by experienced geologists with appreciable engineering knowledge. This knowledge may be gained partly from tertiary education institutions but should always include that gained from experience while working closely with geotechnical, design and construction engineers, on construction jobs. © International Association of Engineering Geology 1976
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title_short	Geological hazards and water storage
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