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Heat Induced Fracturing of Rock in an Existing Uniaxial Stress Field

Published online by Cambridge University Press:  28 February 2011

J. I. Mathis
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
O. Stehpansson
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
B. Bjarnason
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
H. Hakami
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
A. Herdocia
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
U. Mattila
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
U. Singh
Affiliation:
Dept. of Rock Mechanics, University of Luleå, S-951 87 Luleå, Sweden
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Abstract

The thermal fracturing of rock has been the object of several research projects, notably for initial rock breakage in mining [4] as well as crushing [6] In addition, the process has been studied carefully in regards to the storage of radioactive waste underground where rock fracturing could lead to a loss of radioactivity confinement. The Stripa Project, a project concerning large scale testing of procedures for underground storage of nuclear waste, probably has dealt most thoroughly with this subject by theoretical studies and in-situ heater testing in an attempt to describe the thermal failure process in rock [13]

This project was designed to test the agreement between theoretical and actual rock fracture times of a rock block, loaded with a physical as well as a thermal load. Laboratory testing consisted of physically loading center-drilled cubes of rock, 0.3 m on a side, uniaxially from 0 to 25 MPa. These were then thermally loaded with a nominal 3.7 kW (factory rating) cylindrical heater until failure occurred. This time to failure was recorded for comparison with a direct mathematical and a finite element solution. For both cases, calculations were performed at specific time-steps and an estimated failure time calculated from the compiled results.

Type
Research Article
Copyright
Copyright © Materials Research Society 1985

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References

1. Carlslaw, H.S. & Jaeger, J.C., Conduction of Heat in Solids, 2nd ed. (Oxford University Press, Oxford, 1959).Google Scholar
2. Carlsson, H., A Pilot Heater Test in Stripa Granite. (Lawrence Berkley Laboratory, Techn'al Report LBL-7086, SAC-06, Berkeley, 1978)CrossRefGoogle Scholar
3. Chan, T. & Cook, N.G.W., Calculated Thermally Induced Displacements and Stresses for Heater Experiments at Stripa, Sweden. (Lawrence Berkley Laboratory, Technical Report LBL-7082, SAC-09, Berkeley, 1978)Google Scholar
4. Clark, G.B. & Lehnhoff, T.F., “Thermal-mechanical Fragmentation of Hard Rock for Rapid Excavation”. (15th U.S. Symposium on Rock Mechanics, Custer State Park, South Dakota, 1973), pp. 501522.Google Scholar
5. Mathis, J., Stephansson, O., Bjarnasson, B., Hakami, H., Herdocia, A., Mattila, U., Singh, U., Eriksson, L., Heat Induced Fracturing of Rock in an Existing Uniaxial Stress Field, (Swedish Council for Building Research, Stockholm, in press)Google Scholar
6. Nilsson, L. & Oldenburg, M., FEMP - An Interactive, Graphic Finite Element Program for Small and Large Computer Systems (Luleå University of Technology, Technical Report 1983:07 T., Luleå, 1983)Google Scholar
7. Obert, L. & Duvall, W., Rock Mechanics and Design of Structure in Rock. (John Wiley & Sons, Inc., New York, 1967)Google Scholar
8. Thirumali, K., Rock Fragmentation by Creating a Thermal Inclusion with Dialectric Heating (U.S.B.M. R.I. 7424, Washington, D.C., 1970)Google Scholar