SEG Technical Program Expanded Abstracts 1986 1986
DOI: 10.1190/1.1893033
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Shear waves revealed: Extensive‐dilatancy anisotropy confirmed

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Cited by 12 publications
(5 citation statements)
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“…Following the procedure first outlined = el, c g i , 2~~~~ = zqi and 2~~~~ by Helbig and Schoenberg (1987) for general anisotropic layers, define the following vectors …”
Section: -mentioning
confidence: 99%
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“…Following the procedure first outlined = el, c g i , 2~~~~ = zqi and 2~~~~ by Helbig and Schoenberg (1987) for general anisotropic layers, define the following vectors …”
Section: -mentioning
confidence: 99%
“…A concise way to pose the problem of finding the effective moduli, even when the constituent layers are anisotropic, is through a matrix formulation which distinguishes components that are constant over many layers from the other components which can vary from layer to layer. Following the procedure first outlined by Helbig and Schoenberg (1987) for general anisotropic layers, define the following vectors ) and solving this for E,i and substituting into (3a) yields n Now let the thickness-weighted average over all the constituent layers, 1 hi(.i), be denoted as ( . ).…”
Section: -mentioning
confidence: 99%
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“…This difference was attributed to the systematic presence in the sandstone samples of a vertical set of microcracks causing a minimum P-wave velocity to be found along the strike of the bedding, as opposed to finer grained lithologies where APV was dominated by the effect of the bedding. Pervasive sets of vertical microcracks are considered to be ubiquitous in the crust (Simmons and Richter, 1976) and are held responsible by some authors for shear-wave azimuthal anisotropy (Crampin, 1986(Crampin, , 1987Willis et al, 1986;Crampin and Peacock, 2008). Intra-and inter-granular microcracks typically form under differential stress at the nucleation sites (Zhang et al, 1990;Wong and Wu, 1995) and propagate at various velocities depending on stress conditions and water vapor saturation (Wiederhorn, 1967;Atkinson, 1984).…”
Section: Introductionmentioning
confidence: 99%
“…As discussed, simply recording data in arbitrary X and Y receivers of a survey coordinate system defined by the acquisition geometry is not necessarily optimum to the analysis and interpretation of shear waves polarizations for analysis of azimuthal anisotropy (Alford, 1986;Crampin, 1986). An early step in the analysis procedure has often been used to rotate the observed S-wave reflection polarizations to source to receiver oriented radial and transverse coordinates (Figure 56), where radial and transverse components are defined by the direction or azimuth between the source and receiver locations.…”
Section: Rotating Survey Coordinatesmentioning
confidence: 99%