Research Article
Mar 1973
Model Studies on Mechanics of Jointed Rock
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 3
Abstract
A generalized physical model is tested triaxially in order to relate properties of the intact material and of the discontinuities to the strength and deformability of a jointed rock mass. The behavior of jointed models can be divided into three characteristic zones. At low confining stresses there is either sliding along preexisting joints or brittle failure through intact material and across joints with strength depending on the number of intersected joints. At intermediate confining stressed sliding or failure may occur again, but the failure mode changes from brittle to ductile. At high confining stresses no sliding and only ductile failure occurs. The three zones and the upper and lower bounds of strength are easily obtained by a few confined compression tests on the intact material, by sliding tests along joints, and by a direct tension test. If this characteristic behavior is valid for other materials, as seems likely because of the basically similar underlying mechanism, it may become possible to determine the behavior of a jointed rock mass by relatively simple experiments.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 3 • March 1973
Pages: 229 - 248
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Mar 1973
Published online: Feb 12, 2021
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Herbert H. Einstein, AM.ASCE
Visiting Prof. of Civ. Engrg., Swiss Federal Inst. of Tech., Lausanne, Switzerland; formerly Asst. Prof. of Civ. Engrg. (Visiting), Massachusetts Inst. of Tech., Cambridge, Mass.
Ronald C. Hirschfeld, F.ASCE
Principal, Geotechnical Engrs., Inc., Winchester, Mass.; formerly Assoc. Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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