TECHNICAL PAPERS
Jul 1, 1988

Measurement and Analysis of Jointing Properties in Fine‐grained Soils

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 7

Abstract

Jointing can have significant effects on the permeability, shear strength, compressibility, and slope stability of fine‐grained soils. Field measurement of jointing characteristics is an important step in the development of models that simulate fracture flow and directional strength. Preferred joint orientation, which can introduce anisotropy in permeability and strength, can be detected through independent and random measurement of joint orientation combined with graphical or statistical techniques. PATCH, a computer program based on the Poisson statistical test (Mahtab et al. 1972), was used to evaluate the preferred orientation of joints measured in Wisconsin till units. The program was tested for its ability to reject spurious concentrations of joint poles and calculate mean joint orientation and dispersion. From an analysis of till joint data, we conclude that the use of the statistical computer program alone provided spurious results and required supplementation with other methods to properly determine joint set orientations.

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Information & Authors

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Published In

Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 7July 1988
Pages: 826 - 843

History

Published online: Jul 1, 1988
Published in print: Jul 1988

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Authors

Affiliations

Peter J. Bosscher, Member, ASCE
Asst. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Wisconsin‐Madison, Madison, WI 53706
Douglas E. Connell
Hydrogeologist, Barr Engrg. Co., 7803 Glenroy Rd., Minneapolis, MN 55435

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