The elastic constant of polycrystalline rocks and nonelastic behavior inherent to them
1969; American Geophysical Union; Volume: 74; Issue: 22 Linguagem: Inglês
10.1029/jb074i022p05311
ISSN2156-2202
Autores Tópico(s)Geotechnical and Geomechanical Engineering
ResumoJournal of Geophysical Research (1896-1977)Volume 74, Issue 22 p. 5311-5320 The elastic constant of polycrystalline rocks and nonelastic behavior inherent to them Mineo Kumazawa, Mineo KumazawaSearch for more papers by this author Mineo Kumazawa, Mineo KumazawaSearch for more papers by this author First published: 15 October 1969 https://doi.org/10.1029/JB074i022p05311Citations: 49AboutPDF ToolsRequest permissionExport citationAdd to favoritesTrack citation ShareShare Give accessShare full text accessShare full-text accessPlease review our Terms and Conditions of Use and check box below to share full-text version of article.I have read and accept the Wiley Online Library Terms and Conditions of UseShareable LinkUse the link below to share a full-text version of this article with your friends and colleagues. Learn more.Copy URL Abstract A discussion is presented on the physical significance of the Voigt, Reuss, and Hill averaging methods of calculating the isotropic properties of anisotropic crystals and the bulk properties of poly crystalline aggregates of solids. It is shown: (1) that Reuss' average rather than Hill's average is to be identified with the elastic constant that is observed under high-pressure static compression of rocks, (2) that Reuss' average is also suitable for the isotropic representation of an anisotropic crystal, and (3) that the difference between the Reuss and Hill values is a measure of the nonelastic properties of rocks. Citing Literature Volume74, Issue2215 October 1969Pages 5311-5320 RelatedInformation
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