TECHNICAL NOTES
Jun 1, 1984
Stresses Caused by Expansive Cement in Borehole
Authors: Celena Gómez and T. MuraAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 110, Issue 6
Abstract
Stresses for the top and bottom of an expansive cylinder in a half-space are investigated. The maximum hoop stress is used for controlled cracking of concrete in demolitions. A design formula is given for determination of spacing between holes necessary to fracture when many holes are lying in a straight line.
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References
1.
Dundurs, J., and Guell, D. L., “Center of Dilatation and Thermal Stresses in Joined Elastic Half‐Spaces,” Developments in Theoretical and Applied Mechanics, Vol. 2, 1965, pp. 199–211.
2.
Mindlin, R. D., and Cheng, D. H., “Thermoelastic Stress in the Semi‐Infinite Solids,” Journal of Applied Physics, Vol. 21, 1950, pp. 931–933.
3.
Timoshenko, S. P., and Goodier, J. N., Theory of Elasticity, McGraw‐Hill, New York, N.Y., 1951, p. 417.
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Copyright © 1984 ASCE.
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Published online: Jun 1, 1984
Published in print: Jun 1984
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Celena Gómez
Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201
T. Mura
Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201
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