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Pressurized grout applications in fractured tuff for containment of radioactive wastes
Authors:D R Crouthamel  J J K Daemen
Institution:(1) Department of Mining and Geological Engineering, University of Arizona, 85721 Tucson, Arizona, USA;(2) Department of Mining Engineering, University of Nevada-Reno, 89557-0139 Reno, NV, USA
Abstract:Summary Currently under study by the Department of Energy are the geologic and hydrologic characteristics of the ash-flow deposits under Yucca mountain at the Nevada test site. Of interest at this site is the potential for disposal of high-level radioactive wastes in the unsaturated zone of the densely welded portions of the tuffs. These studies include the preformance-assessment of barriers and seals for boreholes, ramps, drifts and shafts at the Yucca mountain site. In-situ tests on standard Type II Portland cement and microfine cement as grout materials have been performed on a similar rock type to Yucca Mountain's near Superior Arizona. The tests were performed in a vertical borehole drilled in highly fractured and densely welded tuff (brown unit of Apache Leap) through a series of pressurized grout applications. Packer flow tests prior to and after each grout application measure the effectiveness of the grout application in reducing the permeability of the rock surrounding the borehole. Overall the grout applications have reduced the permeability of the test hole by three orders of magnitude.
Keywords:Grouting  geologic repository  rock mechanics  fractured rock mass  permeability
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