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Preliminary geotechnical evaluation of deep borehole facilities for nuclear waste disposal in shales
This study is concerned with a preliminary engineering evaluation of borehole facilities for nuclear waste disposal in shales. Some of the geotechnical properties of Pierre, Rhinestreet, and typical illite shale have been collected. The influence of a few geotechnical properties on strength and deformation of host material is briefly examined. It appears that Pierre shale is very unstable and requires support to prevent collapse. Typical illite shale is more stable than Rhinestreet shale, although it undergoes relatively more deformation. 16 refs., 5 figs., 3 tabs.
Preliminary geotechnical evaluation of deep borehole facilities for nuclear waste disposal in shales
This study is concerned with a preliminary engineering evaluation of borehole facilities for nuclear waste disposal in shales. Some of the geotechnical properties of Pierre, Rhinestreet, and typical illite shale have been collected. The influence of a few geotechnical properties on strength and deformation of host material is briefly examined. It appears that Pierre shale is very unstable and requires support to prevent collapse. Typical illite shale is more stable than Rhinestreet shale, although it undergoes relatively more deformation. 16 refs., 5 figs., 3 tabs.
Preliminary geotechnical evaluation of deep borehole facilities for nuclear waste disposal in shales
M. S. Nataraj (Autor:in)
1991
19 pages
Report
Keine Angabe
Englisch
Deep borehole disposal of nuclear waste: engineering challenges
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|Geotechnical Practice for Waste Disposal
TIBKAT | 1993
|Geotechnical practice for waste disposal
TIBKAT | 1993
|