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Earthquake Induced Rock Shear Through a Deposition Hole. Effect on the Canister and Buffer

Published online by Cambridge University Press:  01 February 2011

L. Börgesson
Affiliation:
Clay Technology AB, Ideon Research Centre, SE-223 70 Lund, Sweden
L.-E. Johannesson
Affiliation:
Clay Technology AB, Ideon Research Centre, SE-223 70 Lund, Sweden
J. Hernelind
Affiliation:
FEM-Tech AB, Pilgatan 8, SE-721 30 Västerås, Sweden
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Abstract

Existing fractures crossing a deposition hole may be activated and sheared by an earthquake. The effect of such a rock shear has been investigated in a project that includes both laboratory tests and finite element calculations.

A number of laboratory tests have been performed with shearing of water-saturated bentonite samples at different densities and shear rates. From those tests a material model of the buffer that takes into account the shear rate has been formulated. Shear rates up to 6 m/s have been tested.

The rock shear has been modelled with finite element calculations with the code ABAQUS. A 3D finite element mesh of the buffer and the canister has been created and a number of calculations with simulation of a rock shear have been performed. The rock shear has been assumed to take place perpendicular to the canister axis in either the centre of the deposition hole or at the ¼ point. The shear calculations have been driven to a total shear of 20 cm. Buffer densities at water saturation between 1950 and 2100 kg/m3 and shear rates between 0.0001 and 1000 mm/s have been modelled. The influence of buffer density, shear plane location, the shear rate and the magnitude of the shear displacement are analysed and discussed.

The results show that the influence of especially the density of the buffer and the location of the shear plane are very strong but also that the shear rate and the magnitude of the shear displacement have a significant effect.

Type
Research Article
Copyright
Copyright © Materials Research Society 2004

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References

REFERENCES

1. Börgesson, L., Hökmark, H. & Karnland, O.; 1988. Rheological properties of sodium smectite clay. SKB Technical Report 88–30.Google Scholar
2. Börgesson, L.; 1986. Model shear tests of canisters with smectite clay envelopes in deposition holes. SKB Technical Report 86–26.Google Scholar
3. Börgesson, L.; 1988. Modelling of buffer material behaviour. Some examples of material models and performance calculations. SKB Technical Report 88–29.Google Scholar
4. Börgesson, L.; 1992. Interaction between rock, bentonite buffer and canister. FEM calculations of some mechanical effects on the canister in different disposal concepts. SKB Technical Report 92–30.Google Scholar
5. Andersson, C.-G.; 2002. Development of fabrication technology for copper canisters with cast inserts. Status report in August 2001. SKB Technical Report TR-02–07.Google Scholar
6. Börgesson, L., Johannesson, L.-E., Sandén, T. and Hernelind, J.; 1995. Modelling of the physical behaviour of water saturated clay barriers. Laboratory tests, material models and finite element application. SKB Technical Report 95–20.Google Scholar
7. ABAQUS Manuals. ABAQUS Inc.Google Scholar
8. Börgesson, L., Johannesson, L.-E. and Hernelind, J.; 2003. Earthquake induced rock shear through a deposition hole. Effect on the canister and the buffer. SKB Technical Report.Google Scholar
9. Hökmark, H., Christiansson, M. and Baker, C.; 2003. Numerical handling of earthquakes in the vicinity of the deep repository. Canister damage and respect distances. SKB Technical Report.Google Scholar