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The Effect of Pressure and Deviatoric Stress on Rock Magnetism
Experiments were performed on many rock types to examine the effect of pressure and stress on their magnetic properties. The effects of loading path on thermoremanent magnetization (TRM) and magnetic susceptibility were examined in detail. For samples with a TRM, initial loading produced a pronounce...
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creator | Martin, III, Randolph J |
description | Experiments were performed on many rock types to examine the effect of pressure and stress on their magnetic properties. The effects of loading path on thermoremanent magnetization (TRM) and magnetic susceptibility were examined in detail. For samples with a TRM, initial loading produced a pronounced decrease in magnetization. As the specimen was unloaded, very little recovery in magnetization was observed resulting in a permanent demagnetization at the termination of the cycle. Differential stress produced a larger demagnetization than hydrostatic pressure. Demagnetizations of approx. 20% were observed during pressurization, while the change in magnetization approached 40% of a differential stress of 200 MPA. If the specimen was reloaded over the same path to the same stress, the change in magnetization was much smaller than for the initial cycle, and only a small additional increment of demagnetization was observed at the end of the cycle. If the peak stress was augmented, once the peak stress from the previous cycle was exceeded, the stress sensitivity increased noticeably. Upon unloading, there was a pronounced hysteresis and additional permanent demagnetization at zero stress. The test results may be interpreted in terms of domain characteristics. The piezomagnetic effect is discussed in terms of direct observations of domain behavior during cyclic loading carried out by Boyd et al. They studied the motion and nucleation of magnetic domains as a function of applied stress. Keywords: Rock mechanics; Magnetic fields.
Prepared in cooperation with New England Research, Inc., Norwich, VT. |
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fullrecord | <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA204622</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA204622</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA2046223</originalsourceid><addsrcrecordid>eNrjZLALyUhVcE1LS00uUchPUwgoSi0uLi1KVUjMS1FwSS3LTCzJL8pMVgguAUko5OcpBOUnZyv4JqbnpZZkFufyMLCmJeYUp_JCaW4GGTfXEGcP3ZSSzOT44pJMoLJ4RxdHIwMTMyMjYwLSABAQLM8</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>The Effect of Pressure and Deviatoric Stress on Rock Magnetism</title><source>DTIC Technical Reports</source><creator>Martin, III, Randolph J</creator><creatorcontrib>Martin, III, Randolph J ; APPLIED RESEARCH ASSOCIATES INC SOUTH ROYALTON VT NEW ENGLAND DIV</creatorcontrib><description>Experiments were performed on many rock types to examine the effect of pressure and stress on their magnetic properties. The effects of loading path on thermoremanent magnetization (TRM) and magnetic susceptibility were examined in detail. For samples with a TRM, initial loading produced a pronounced decrease in magnetization. As the specimen was unloaded, very little recovery in magnetization was observed resulting in a permanent demagnetization at the termination of the cycle. Differential stress produced a larger demagnetization than hydrostatic pressure. Demagnetizations of approx. 20% were observed during pressurization, while the change in magnetization approached 40% of a differential stress of 200 MPA. If the specimen was reloaded over the same path to the same stress, the change in magnetization was much smaller than for the initial cycle, and only a small additional increment of demagnetization was observed at the end of the cycle. If the peak stress was augmented, once the peak stress from the previous cycle was exceeded, the stress sensitivity increased noticeably. Upon unloading, there was a pronounced hysteresis and additional permanent demagnetization at zero stress. The test results may be interpreted in terms of domain characteristics. The piezomagnetic effect is discussed in terms of direct observations of domain behavior during cyclic loading carried out by Boyd et al. They studied the motion and nucleation of magnetic domains as a function of applied stress. Keywords: Rock mechanics; Magnetic fields.
Prepared in cooperation with New England Research, Inc., Norwich, VT.</description><language>eng</language><subject>CYCLES ; DEMAGNETIZATION ; DIFFERENTIAL STRESSES ; Geology, Geochemistry and Mineralogy ; Geomagnetism ; HYDROSTATIC PRESSURE ; HYSTERESIS ; LOADS(FORCES) ; MAGNETIC DOMAINS ; MAGNETIC FIELDS ; MAGNETIC PROPERTIES ; MAGNETIZATION ; NUCLEATION ; PATHS ; PE61102F ; PEAK VALUES ; PIEZOMAGNETIC EFFECT ; PRESSURE ; PRESSURIZATION ; RECOVERY ; REMANENT MAGNETISM ; ROCK ; ROCK MAGNETISM ; ROCK MECHANICS ; SENSITIVITY ; STRESS ANALYSIS ; STRESSES ; TEST AND EVALUATION ; THERMAL PROPERTIES ; TRM(THERMOREMANENT MAGNETISM) ; UNLOADING ; WUAFOSR2302C1</subject><creationdate>1988</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27567,27568</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA204622$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Martin, III, Randolph J</creatorcontrib><creatorcontrib>APPLIED RESEARCH ASSOCIATES INC SOUTH ROYALTON VT NEW ENGLAND DIV</creatorcontrib><title>The Effect of Pressure and Deviatoric Stress on Rock Magnetism</title><description>Experiments were performed on many rock types to examine the effect of pressure and stress on their magnetic properties. The effects of loading path on thermoremanent magnetization (TRM) and magnetic susceptibility were examined in detail. For samples with a TRM, initial loading produced a pronounced decrease in magnetization. As the specimen was unloaded, very little recovery in magnetization was observed resulting in a permanent demagnetization at the termination of the cycle. Differential stress produced a larger demagnetization than hydrostatic pressure. Demagnetizations of approx. 20% were observed during pressurization, while the change in magnetization approached 40% of a differential stress of 200 MPA. If the specimen was reloaded over the same path to the same stress, the change in magnetization was much smaller than for the initial cycle, and only a small additional increment of demagnetization was observed at the end of the cycle. If the peak stress was augmented, once the peak stress from the previous cycle was exceeded, the stress sensitivity increased noticeably. Upon unloading, there was a pronounced hysteresis and additional permanent demagnetization at zero stress. The test results may be interpreted in terms of domain characteristics. The piezomagnetic effect is discussed in terms of direct observations of domain behavior during cyclic loading carried out by Boyd et al. They studied the motion and nucleation of magnetic domains as a function of applied stress. Keywords: Rock mechanics; Magnetic fields.
Prepared in cooperation with New England Research, Inc., Norwich, VT.</description><subject>CYCLES</subject><subject>DEMAGNETIZATION</subject><subject>DIFFERENTIAL STRESSES</subject><subject>Geology, Geochemistry and Mineralogy</subject><subject>Geomagnetism</subject><subject>HYDROSTATIC PRESSURE</subject><subject>HYSTERESIS</subject><subject>LOADS(FORCES)</subject><subject>MAGNETIC DOMAINS</subject><subject>MAGNETIC FIELDS</subject><subject>MAGNETIC PROPERTIES</subject><subject>MAGNETIZATION</subject><subject>NUCLEATION</subject><subject>PATHS</subject><subject>PE61102F</subject><subject>PEAK VALUES</subject><subject>PIEZOMAGNETIC EFFECT</subject><subject>PRESSURE</subject><subject>PRESSURIZATION</subject><subject>RECOVERY</subject><subject>REMANENT MAGNETISM</subject><subject>ROCK</subject><subject>ROCK MAGNETISM</subject><subject>ROCK MECHANICS</subject><subject>SENSITIVITY</subject><subject>STRESS ANALYSIS</subject><subject>STRESSES</subject><subject>TEST AND EVALUATION</subject><subject>THERMAL PROPERTIES</subject><subject>TRM(THERMOREMANENT MAGNETISM)</subject><subject>UNLOADING</subject><subject>WUAFOSR2302C1</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1988</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZLALyUhVcE1LS00uUchPUwgoSi0uLi1KVUjMS1FwSS3LTCzJL8pMVgguAUko5OcpBOUnZyv4JqbnpZZkFufyMLCmJeYUp_JCaW4GGTfXEGcP3ZSSzOT44pJMoLJ4RxdHIwMTMyMjYwLSABAQLM8</recordid><startdate>19881031</startdate><enddate>19881031</enddate><creator>Martin, III, Randolph J</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>19881031</creationdate><title>The Effect of Pressure and Deviatoric Stress on Rock Magnetism</title><author>Martin, III, Randolph J</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA2046223</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1988</creationdate><topic>CYCLES</topic><topic>DEMAGNETIZATION</topic><topic>DIFFERENTIAL STRESSES</topic><topic>Geology, Geochemistry and Mineralogy</topic><topic>Geomagnetism</topic><topic>HYDROSTATIC PRESSURE</topic><topic>HYSTERESIS</topic><topic>LOADS(FORCES)</topic><topic>MAGNETIC DOMAINS</topic><topic>MAGNETIC FIELDS</topic><topic>MAGNETIC PROPERTIES</topic><topic>MAGNETIZATION</topic><topic>NUCLEATION</topic><topic>PATHS</topic><topic>PE61102F</topic><topic>PEAK VALUES</topic><topic>PIEZOMAGNETIC EFFECT</topic><topic>PRESSURE</topic><topic>PRESSURIZATION</topic><topic>RECOVERY</topic><topic>REMANENT MAGNETISM</topic><topic>ROCK</topic><topic>ROCK MAGNETISM</topic><topic>ROCK MECHANICS</topic><topic>SENSITIVITY</topic><topic>STRESS ANALYSIS</topic><topic>STRESSES</topic><topic>TEST AND EVALUATION</topic><topic>THERMAL PROPERTIES</topic><topic>TRM(THERMOREMANENT MAGNETISM)</topic><topic>UNLOADING</topic><topic>WUAFOSR2302C1</topic><toplevel>online_resources</toplevel><creatorcontrib>Martin, III, Randolph J</creatorcontrib><creatorcontrib>APPLIED RESEARCH ASSOCIATES INC SOUTH ROYALTON VT NEW ENGLAND DIV</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Martin, III, Randolph J</au><aucorp>APPLIED RESEARCH ASSOCIATES INC SOUTH ROYALTON VT NEW ENGLAND DIV</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>The Effect of Pressure and Deviatoric Stress on Rock Magnetism</btitle><date>1988-10-31</date><risdate>1988</risdate><abstract>Experiments were performed on many rock types to examine the effect of pressure and stress on their magnetic properties. The effects of loading path on thermoremanent magnetization (TRM) and magnetic susceptibility were examined in detail. For samples with a TRM, initial loading produced a pronounced decrease in magnetization. As the specimen was unloaded, very little recovery in magnetization was observed resulting in a permanent demagnetization at the termination of the cycle. Differential stress produced a larger demagnetization than hydrostatic pressure. Demagnetizations of approx. 20% were observed during pressurization, while the change in magnetization approached 40% of a differential stress of 200 MPA. If the specimen was reloaded over the same path to the same stress, the change in magnetization was much smaller than for the initial cycle, and only a small additional increment of demagnetization was observed at the end of the cycle. If the peak stress was augmented, once the peak stress from the previous cycle was exceeded, the stress sensitivity increased noticeably. Upon unloading, there was a pronounced hysteresis and additional permanent demagnetization at zero stress. The test results may be interpreted in terms of domain characteristics. The piezomagnetic effect is discussed in terms of direct observations of domain behavior during cyclic loading carried out by Boyd et al. They studied the motion and nucleation of magnetic domains as a function of applied stress. Keywords: Rock mechanics; Magnetic fields.
Prepared in cooperation with New England Research, Inc., Norwich, VT.</abstract><oa>free_for_read</oa></addata></record> |
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source | DTIC Technical Reports |
subjects | CYCLES DEMAGNETIZATION DIFFERENTIAL STRESSES Geology, Geochemistry and Mineralogy Geomagnetism HYDROSTATIC PRESSURE HYSTERESIS LOADS(FORCES) MAGNETIC DOMAINS MAGNETIC FIELDS MAGNETIC PROPERTIES MAGNETIZATION NUCLEATION PATHS PE61102F PEAK VALUES PIEZOMAGNETIC EFFECT PRESSURE PRESSURIZATION RECOVERY REMANENT MAGNETISM ROCK ROCK MAGNETISM ROCK MECHANICS SENSITIVITY STRESS ANALYSIS STRESSES TEST AND EVALUATION THERMAL PROPERTIES TRM(THERMOREMANENT MAGNETISM) UNLOADING WUAFOSR2302C1 |
title | The Effect of Pressure and Deviatoric Stress on Rock Magnetism |
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