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Article: HYDROFRACTURING STRESS DETERMINATIONS AT DARLINGTON, ONTARIO.

TitleHYDROFRACTURING STRESS DETERMINATIONS AT DARLINGTON, ONTARIO.
Authors
Issue Date1980
Citation
Canadian Rock Mechanics Symposium (Proceedings), 1980, p. 42-50 How to Cite?
AbstractA 303-m-deep test hole at Ontario Hydro's Darlington Generating Station site, 65 km east of Toronto, was used to determine the state of stress in the Ordovician limestone bedrock and the granitic gneiss in the Precambrian basement. The results of the hydrofracturing measurements indicated a state of high horizontal stress along the depth of boring and a consistent orientation of principal stresses in each geologic unit. An unexpected result is the apparent decoupling between the Precambrian stress field and the Paleozoic one. These results were confirmed by a borehole TV camera survey and by overcoring tests. The magnitudes and orientations of the measured in-situ stresses were used in the conceptual design and evaluation of an underground nuclear power plant, and in particular in the design of reactor caverns in Precambrian rocks.
Persistent Identifierhttp://hdl.handle.net/10722/175557

 

DC FieldValueLanguage
dc.contributor.authorHaimson, BCen_US
dc.contributor.authorLee, CFen_US
dc.date.accessioned2012-11-26T08:59:41Z-
dc.date.available2012-11-26T08:59:41Z-
dc.date.issued1980en_US
dc.identifier.citationCanadian Rock Mechanics Symposium (Proceedings), 1980, p. 42-50en_US
dc.identifier.urihttp://hdl.handle.net/10722/175557-
dc.description.abstractA 303-m-deep test hole at Ontario Hydro's Darlington Generating Station site, 65 km east of Toronto, was used to determine the state of stress in the Ordovician limestone bedrock and the granitic gneiss in the Precambrian basement. The results of the hydrofracturing measurements indicated a state of high horizontal stress along the depth of boring and a consistent orientation of principal stresses in each geologic unit. An unexpected result is the apparent decoupling between the Precambrian stress field and the Paleozoic one. These results were confirmed by a borehole TV camera survey and by overcoring tests. The magnitudes and orientations of the measured in-situ stresses were used in the conceptual design and evaluation of an underground nuclear power plant, and in particular in the design of reactor caverns in Precambrian rocks.en_US
dc.languageengen_US
dc.relation.ispartofCanadian Rock Mechanics Symposium (Proceedings)en_US
dc.titleHYDROFRACTURING STRESS DETERMINATIONS AT DARLINGTON, ONTARIO.en_US
dc.typeArticleen_US
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_US
dc.identifier.authorityLee, CF=rp00139en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0019290821en_US
dc.identifier.spage42en_US
dc.identifier.epage50en_US
dc.identifier.scopusauthoridHaimson, BC=7006311660en_US
dc.identifier.scopusauthoridLee, CF=8068602600en_US

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