Geotechnical investigations for a deep radioactive waste repository: in situ stress measurements
Author:
Affiliation:
1. VBB VIAK Box 242, 791 62 Falun, Sweden
2. KSW Deep Exploration Group, Soil Mechanics Limited Glossop House, Hogwood Lane, Wokingham, Berkshire RG40 4QW, UK
3. Vattenfall Hydropower AB PO Box 800, S-771 28, Ludvika, Sweden
Abstract
Publisher
Geological Society of London
Subject
Geotechnical Engineering and Engineering Geology
Reference16 articles.
1. The influence of rock anisotropy on stress measurements by overcoring techniques
2. Ball T. G. Beswick A. J. Scarrow J. A. (1993) Geotechnical investigations for a deep radioactive waste repository: drilling. This volume.
3. Diagnostic stress-relief curves in stress measurement by overcoring
4. Carlsson A. Christiansson R. (1986) Proc. Int. Symp. Rock Stress and Rock Stress Measurement (Stockholm), Rock stresses and geological structures in the Forsmark area, pp 457–465.
5. Christiansson R. Ingevald K. Strindell L. (1989) Proc. of Int. Cong. on Progress and Innovation In Tunnelling (Toronto), New equipment for in situ stress measurement by means of overcoring, pp 49–53.
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1. Geotechnical investigations for a deep radioactive waste repository: drilling;Geological Society, London, Engineering Geology Special Publications;1996
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