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contributor authorPeter J. Bosscher
contributor authorDouglas E. Connell
date accessioned2017-05-08T20:35:05Z
date available2017-05-08T20:35:05Z
date copyrightJuly 1988
date issued1988
identifier other%28asce%290733-9410%281988%29114%3A7%28826%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20328
description abstractJointing 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.
publisherAmerican Society of Civil Engineers
titleMeasurement and Analysis of Jointing Properties in Fine‐grained Soils
typeJournal Paper
journal volume114
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1988)114:7(826)
treeJournal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 007
contenttypeFulltext


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