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dc.contributor.advisorCarter, Neville
dc.contributor.advisorFriedman, Mel
dc.creatorHansen, Francis Dale
dc.date.accessioned2020-08-21T21:37:45Z
dc.date.available2020-08-21T21:37:45Z
dc.date.issued1982
dc.identifier.urihttps://hdl.handle.net/1969.1/DISSERTATIONS-394859
dc.descriptionTypescript (photocopy).en
dc.description.abstractConstant stress creep experiments have been conducted on Westerly granite, Quadrant orthoquartzite, Sioux quartzite, and a generic diorite using a solid medium apparatus and talc assemblies. Most of the experiments were conducted at differential stress levels between 200 and 1200 MPa, temperatures between 500 and 800°C, and a constant confining pressure of nominally 1000 MPa; quartz at these conditions remains in the a-stability field. Dry and wet experiments were run on each rock type: the granite and quartzite were vacuum-impregnated to 0.1 wt % and 0.03 wt. % water, respectively, and unjacketed diorite was subject to talc dehydration at temperatures from 800 to 1100°C. Presence of water weakens granite by more than an order of magnitude and reduces the strength of quartzite by 50%. Deformation is semi-brittle variously combining fracture, thermally-activated dislocation motion, and recovery by recrystallization. Transient deformation gives way to steady-state creep at strains less than 1.0% in all experiments except the hot, wet diorite. Strain-time data were fit to the Webster et al. [1969] formulation and parameters for the steady-state function are: [graph]. These values were found to be in reasonable accord with the few published parameters available. Flow laws for wet and dry quartzite are shown to constrain predictions of geologic flow stresses. Quartz controls creep of granite to strains of 5%; feldspar and quartz govern creep of diorite to 10%.en
dc.format.extentxvii, 224 leavesen
dc.format.mediumelectronicen
dc.format.mimetypeapplication/pdf
dc.language.isoeng
dc.rightsThis thesis was part of a retrospective digitization project authorized by the Texas A&M University Libraries. Copyright remains vested with the author(s). It is the user's responsibility to secure permission from the copyright holder(s) for re-use of the work beyond the provision of Fair Use.en
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/
dc.subjectMajor geologyen
dc.subject.lcshRocksen
dc.subject.lcshCreepen
dc.titleSemibrittle creep of selected crustal rocks at 1000 MPaen
dc.typeThesisen
thesis.degree.grantorTexas A&M Universityen
thesis.degree.nameDoctor of Philosophyen
thesis.degree.namePh. Den
dc.type.genredissertationsen
dc.type.materialtexten
dc.format.digitalOriginreformatted digitalen
dc.publisher.digitalTexas A&M University. Libraries
dc.identifier.oclc10347820


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