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62  Machine learning for subsurface characterization


            implemented various unsupervised clustering methods to process ultrasonic
            shear waveforms dimensionally reduced using short-time Fourier transform
            followed by principal component analysis. Based on displacement
            discontinuity theory, each cluster label can be associated with a certain
            degree of geomechanical alteration (change of stiffness) in geomaterial due
            to hydraulic fracturing. In this way the data-driven solutions are infused
            with physics-based factors for improved applications. For an isotropic rock,
            like Tennessee sandstone, the postfracture shear waveforms (without
            requiring prefracture waveforms) are shown to be effective in generating
            reliable noninvasive visualization of geomechanical alterations. Use of
            short-time Fourier transform followed by robust scaling and principal
            component analysis ensures that various clustering methods generate
            relatively similar clustering results. K-means and agglomerative clustering-
            based geomechanical alteration indices are spatially well correlated to the
            acoustic-emission events recorded during the hydraulic fracturing;
            however, K-means clustering generates more consistent visualization.
            Density-based spectral clustering of applications with noise (DBSCAN) is
            found be the most ineffective clustering method for purposes of
            noninvasive visualization of geomechanical alterations.


            Acknowledgments
            Various workflows and visualizations used in this chapter are based upon work supported by
            the U.S. Department of Energy, Office of Science, Office of Basic Energy Sciences, Chemical
            Sciences Geosciences, and Biosciences Division, under Award Number DE-SC-00019266.
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            We thank the Integrated Core Characterization Center (IC ) and the Unconventional Shale
            Gas (USG) Consortium at the University of Oklahoma for providing us the shear
            waveforms and acoustic-emission data.


            Declarations
            The authors declare that they have no competing interests. AC and SM developed and tested
            the clustering and feature extraction methods used in the study. AC and SM developed the
            workflow for the noninvasive visualization/mapping of geomechanical alterations in
            geomaterials. AC generated all the figures and tables in this study. SM arranged funding
            to support the development of the workflow for the noninvasive mapping. AC and SM
            prepared the first complete draft of the chapter. SM wrote various conceptual topics
            related to data analysis and clustering. PB developed the laboratory setup and performed
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            the shear-waveform measurements at the IC Lab. CR is co-PI of the IC Lab and USG
            Consortium.
            References
             [1] O’Connell RJ, Budiansky B. Seismic velocities in dry and saturated cracked solids. J Geophys
                Res 1974;79:5412–26.
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