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44  Machine learning for subsurface characterization


            assemblies are in contact when scanning the frontal surface (Fig. 2.4, right).
            Sinusoidal pulses of 6 MHz are transmitted into the Tennessee sandstone by
            each source transducer (one at a time), and the transmitted shear waveforms
            are measured only by the corresponding sensor, in the same transducer
            assembly. Each transducer assembly is active one at a time for transmitting
            the pulses and recording the waveforms. Total number of shear waveforms
            measured across the axial surface is 133   7 waveforms, whereas that
            across the frontal surface is 133   5 waveforms. Prefracture shear
            waveforms (Step 1 in the workflow shown in Fig. 2.2) are recorded only for
            the axial surface prior to the hydraulic fracturing. Postfracture shear
            waveforms (Step 3 in the workflow shown in Fig. 2.2) are recorded for both
            the axial and frontal surfaces after the hydraulic fracturing.


            4 Clustering methods for the proposed noninvasive
            visualization of geomechanical alterations

            The goal of the study is to noninvasively visualize the fracture-induced
            geomechanical alterations in the sandstone sample by first clustering
            the shear-waveform measurements and then using displacement discontinuity
            theory to convert the cluster labels/IDs to physically consistent geomechanical
            alteration index. The interaction of ultrasonic wave propagating through the
            fractured material with the fractures and geomechanically altered zones
            influences the amplitude, time delay, and other spatial and frequency-time
            characteristics of the transmitted waveforms. At 133 locations on the axial
            surface and 133 locations on the frontal surface, the seven and five transducer
            sensors, respectively, record the shear waveforms affected by the
            geomechanical alterations and fractures induced in the Tennessee sandstone
            due to hydraulic fracturing. Clustering methods are used to group similar shear
            waveforms, such that waveforms in each group can be assumed to have
            interacted with similar fracture intensity/density and geomechanical alterations
            as the wave travels from source to sensor. Therefore, these groups generated
            using clustering represent the degree of fracture-induced geomechanical
            alterations. The present study considers three methods for clustering the shear
            waveforms: K-means clustering, agglomerative clustering, and density-based
            spectral clustering of applications with noise (DBSCAN). Like any
            unsupervised learning method, clustering methods do not have a predefined
            outcome and these methods group samples based on certain similarity/
            dissimilarity measures.


            4.1 K-means clustering
            K-means is the simplest and a widely used method for clustering. K-means
            algorithm begins with a certain predefined number randomly selected samples
            (data points) as cluster centers. Cluster labels are then assigned to each sample
            based on the nearest cluster center. Centroid of each newly formed cluster is
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