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Characterization of fracture-induced geomechanical alterations Chapter  2 59



















             FIG. 2.10 Comparison of the effect of using features derived from both prefracture and
             postfracture waveforms. Noninvasive visualization of geomechanical alterations in the
             postfracture Tennessee sandstone sample in the axial plane obtained by K-means clustering of
             (left) 180 STFT-based features derived from only postfracture shear waveforms and (right) 360
             STFT-based features extracted from both pre- and postfracture shear waveforms. For both the
             cases, STFT-derived features were dimensionally reduced to 120 PCA-derived features, which
             account for 98% of variance. Hotter colors indicate larger geomechanical alteration.


             both pre- and postfracture features has 360 features. This study was done for
             visualization in the axial plane for which both prefracture and postfracture
             waveforms were measured. There are no prefracture waveforms for the
             frontal plane.
                In both situations, the clustering produces qualitatively similar alteration
             indices. The maximum alteration zone is the middle of sample that coincides
             with the acoustic emission. Surrounding regions show relatively lesser
             alteration. Visualizations obtained by processing features from both pre- and
             postfracture waveforms indicate a larger region of low alteration. It appears
             using prefracture features in this case is equivalent to padding the feature set
             with constant values. This fact is corroborated by the observation that the
             same number of PCA-derived components (120) explained 98% variance in
             both cases. This implies that addition of prefracture data did not introduce
             any additional variance to the feature set. Overall, using prefracture data
             may aggravate the curse of dimensionality and reduce the importance of
             postfracture features for the clustering method.



             7  Physical basis of the fracture-induced geomechanical
             alteration index

             According to the displacement discontinuity theory, a lower amplitude of the
             first arrival and a delayed arrival of the shear waveforms indicate a reduction
             in the rock stiffness due to fracturing [5]. This principle is used to assign a
             geomechanical alteration index to the cluster labels/IDs generated by the
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