Research Article
Jul 1967
Stability of Natural Slopes in Sensitive Clay
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VIEW THE REPLYAuthors: Carl B. Crawford, M.ASCE, and William J. EdenAuthor Affiliations
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 4
Abstract
Failures of natural slopes in sensitive clays often retrogress leaving a characteristic crater which is wider than the opening In the slope. Two actual failures of this type that occurred near Ottawa, Canada are described and compared with stable slopes in the same general area. One of the failures occurred several hundred years ago but changes in ground water conditions since failure appear to have increased the stability of adjacent slopes in that area. The second failure, in an area of active sliding, occurred in 1963. In each case the required strength for stability under various ground water conditions has been computed and compared with measured values. It is concluded that an effective stress analysis of these slopes yields satisfactory results if tests are conducted in the working stress range and ground water conditions are carefully measured.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 4 • July 1967
Pages: 419 - 436
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Jul 1967
Published online: Feb 12, 2021
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Authors
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Carl B. Crawford, M.ASCE
Head, Soil Mechanics Sect., Div. of Bldg. Research, Natl. Research Council, ottawa, Canada
William J. Eden
Research Officer, Soil Mechanics Sect., Div. of Bldg. Research, Natl. Research Council, ottawa, Canada
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