Research Article
Jul 1967
Stability of Natural Slopes
Publication: Journal of the Soil Mechanics and Foundations Division
Volume 93, Issue 4
Abstract
The significance of progressive failure in slides of natural or cut slopes is reviewed and qualitative methods for taking it into account are discussed. Nevertheless, it is concluded that present procedures do not permit reliable assessment of the factor of safety of natural or cut slopes under most conditions encountered in practice. This conclusion is illustrated by the history of a landslide that destroyed the Lower Baker Power Plant near Seattle. The failure occurred while the sliding mass was thought to be temporarily under control although remedial measures were being planned. The reliability of predictions is enhanced in old landslide areas, provided the existence of the old slide material is recognized.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 93 • Issue 4 • July 1967
Pages: 403 - 417
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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Ralph B. Peck, F.ASCE
Prof. of Foundation Engrg., Univ. of Illinois, Urbana, Ill.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.