Type of Document Dissertation Author Mitra, Rudrajit Author's Email Address email@example.com URN etd-04192006-115436 Title Imaging of Stress in Rock Samples using Numerical Modeling and Laboratory Tomography Degree PhD Department Mining and Minerals Engineering Advisory Committee
Advisor Name Title Westman, Erik Christian Committee Chair Gutierrez, Marte S. Committee Member Iannacchione, Anthony T. Committee Member Karfakis, Mario G. Committee Member Novak, Thomas Committee Member Keywords
- Stress Redistribution
- Numerical Modeling
Date of Defense 2006-04-05 Availability unrestricted AbstractUnderground mining has one of the highest fatal injury rates among any of the industries in the United States, which is more than five times the national average of the other industries (MSHA). Many of these incidents take place due to stress redistribution resulting from mine workings. Thus it is very important to develop some tools to predict this failure in advance and prevent any fatalities arising from the failure.
The current study uses two tools – numerical modeling and laboratory tomography - to image the stress distribution in laboratory rock samples as they are uniaxially loaded. The discrete element code, PFC3D, is used. The laboratory properties of the rock sample need to be converted to the micro-properties of the particles in the model. Currently no theory exists for this conversion. In the current study an equation has been developed for this process. Based on the users’ input, the equation determines the micro-properties for the model. Further, various techniques to study the stress redistribution from these models at the particle level are discussed.
Tomography is a non-destructive technique through which the interior of a body can be imaged without penetrating the surface by any physical means. In the current study sensors were attached around the rock sample and tomograms were obtained at certain intervals of the load. Initially, an indentation load was applied on a rectangular block to study the comparison between the stress and the velocity in two dimensions. In the last part of the study three-dimensional tomograms were obtained from the rock samples as they were loaded to failure.
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