1969
DOI: 10.1029/jb074i020p04897
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Correlation of longitudinal velocity variation with rock fabric

Abstract: Comparisons of longitudinal (compressional) wave velocity with structural subfabrics have been made for Yule marble, Newberry Crater pumice, and Salisbury granite. Velocities were (1) measured omnidirectionally in spherical specimens by an ultrasonic pulse technique and (2) plotted and contoured on equal area nets. These contour patterns show velocity anisotropy that can be interpreted in terms of elastic symmetry. Microstructural subfabrics were determined from oriented thin sections of the specimens. Subfabr… Show more

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Cited by 64 publications
(18 citation statements)
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“…Directional variation of velocity in rocks has been studied by Thill, Willard and Bur (1969), who compared directional velocity distributions with rock fabric as determined from optical studies of thin sections, in marble, granite, and pumice specimens. The greatest degree of sonic anisotropy was found in pumice, where it was associated with elongation of vesicles with preferential orientation, and was found to have orthorhombic symmetry.…”
Section: Anisotropic Mediamentioning
confidence: 99%
“…Directional variation of velocity in rocks has been studied by Thill, Willard and Bur (1969), who compared directional velocity distributions with rock fabric as determined from optical studies of thin sections, in marble, granite, and pumice specimens. The greatest degree of sonic anisotropy was found in pumice, where it was associated with elongation of vesicles with preferential orientation, and was found to have orthorhombic symmetry.…”
Section: Anisotropic Mediamentioning
confidence: 99%
“…The method is based on the measurement of ultrasonic velocities in a large number of directions on rock samples. The idea is not new (e.g., Pros and Babuska, 1967;Thill et al, 1969). The new experimental aspect here is that not only the confining pressure (as in Pros and Podrouskova, 1974), but also the pore pressure are independently controlled.…”
Section: Methodsmentioning
confidence: 96%
“…This type of correlation analysis is useful for evaluating the relative strength of rock cleavage and discriminating three quarrying planes. (Park, 2007) (Douglass and Voight, 1969;Thill et al, 1969;Peng and Johnson, 1972;Thill et al, 1973;Plumb et al, 1984) 그리고 국내의 연구사례 (Jang and Oh, 2001;Park et al, 2001Park et al, , 2004Park, 2007Park, , 2011Park, , 2015aPark, , 2015b)에서는 석영 및 장 석내 미세균열을 강조하고 있으며, 상대적인 분리성, 즉 리프트 > 그레인 > 하드웨이를 제시하고 있다. 이외 국내의 연구 사례 (Jang et al, 1998;Lee et al, 1999;Seo and Jeong, 1999;Seo et al, 2002;Park and Seo, 2003;Park, 2005;Chae and Seo, 2011;Kang et al, 2014) …”
Section: 핵심어: 미세균열의 길이 및 간격 거창화강암 결 교차각 지수차 R-유형 H-유형unclassified