Research Article
Jun 1981
Laboratory Study of Hydraulic Fracturing
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VIEW THE REPLYAuthors: Gary W. Jaworski, AM.ASCE, James M. Duncan, M.ASCE, and H. Bolton Seed, F.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 6
Abstract
Laboratory tests on Teton Dam soil were performed by increasing the water pressure in model bore holes and in simulated rock joints. The water pressure required to cause hydraulic fracturing was found to depend on soil density, water content, confining stress and test duration. On the basis of the test results it was hypothesized that: (1) Hydraulic fracturing is a weak link phenomenon, in that fracturing will occur in the least resistant soil subjected to increased water pressure; and (2) hydraulic fracturing can probably occur only in the presence of a discontinuity, within which the water pressure can act to create a wedging mechanism, thus creating tensile stresses in the soil.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 6 • June 1981
Pages: 713 - 732
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jun 1981
Published online: Feb 11, 2021
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Gary W. Jaworski, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of New Hampshire, Durham, N.H. 03824
James M. Duncan, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif. 94720
H. Bolton Seed, F.ASCE
Prof. of Civ. Engrg., Univ. of California, 440 Davis Hall, Berkeley, Calif. 94720
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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.
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.