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Characterization of fracture-induced geomechanical alterations Chapter  2 41


             compressional and shear stiffness. Upon crossing the fracture the wave
             experiences attenuation and a time delay, both of which are controlled by the
             stiffness of fracture and sonic impedance of the intact material. Therefore, a
             decrease in amplitude along with a delay of the arrival time can be used to
             identify fractured zones in fractured material.

             2  Objective of this study

             The study aims to noninvasively map the fracture-induced geomechanical
             alteration in a hydraulically fractured geomaterial. To that end, unsupervised
             clustering methods will be applied on the laboratory measurements of
             ultrasonic shear waveforms transmitted through the fractured geomaterial. The
             proposed workflow (Fig. 2.2) can be adapted for improved fracture
             characterization using sonic-logging and seismic waveform data. Several
             researchers have used machine learning to analyze seismic events, like
             earthquakes, volcano activity, and rock stability [7, 8, 9]; however, no known
             reference exists that applies clustering methods to noninvasively visualize the
             fractured zones and geomechanical alterations in geomaterials.


             3  Laboratory setup and measurements
                                                 3
             The experiments were performed at the IC laboratory (http://ic3db.ou.edu/
             home/) at The University of Oklahoma. Present study analyzes the data




























             FIG. 2.2 Workflow for the noninvasive mapping/visualization of the fracture-induced
             geomechanical alterations in a hydraulically fractured geomaterial. Clustering results are
             converted into geomechanical alteration index using displacement discontinuity theory.
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