Shaft sinking experience in Athabasca Basin and geoscientific investigations for future shafts / Erfahrungen mit Schachtabteufung im Athabasca Becken und geowissenschaftliche Erkundungen für zukünftige Schächte
Author(s): |
James F. Hatley
Rashid Bashir |
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Medium: | journal article |
Language(s): | English, German |
Published in: | Geomechanics and Tunnelling, 2011, n. 5, v. 4 |
Page(s): | 454-463 |
DOI: | 10.1002/geot.201100042 |
Abstract: |
Shaft sinking through solid rock, which contains little or no water, poses little difficulty. However, when loose, water-bearing strata have to be contended with, water control measures and pumping facilities are needed. Shaft sinking in the Athabasca Basin requires sinking through water bearing sandstone which can be highly fractured. Intersection of local zones of extensive fracturing results in the potential for high water inflows with hydrostatic pressures of up to 5 MPa. Typically cementitious grouting is carried out ahead of each shaft sinking interval as a water control strategy. Shaft sinking performance which can be quantified in terms of rate of advance is highly dependent on the days spent at each interval grouting before sinking can advance to the next interval. This paper presents the shaft sinking experience in Athabasca Basin and how some of this is translated into geoscientific investigations for future shafts. A comparison of geoscientific data collected from future shafts at McArthur River and other Cameco Corporation operations and project sites. The paper concludes with the strategies for better integration of hydrogeological, geotechnical and geophysical data. |
Keywords: |
pilot hole testing geoscientific investigation
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10065743 - Published on:
06/10/2011 - Last updated on:
09/12/2014