Research Article
Jun 1980

Hypothesis for Progressive Failure in a Marl

Publication: Journal of the Geotechnical Engineering Division
Volume 106, Issue 6

Abstract

The failure of cut slopes in the overconsolidated Epirus blue marl led to the investigation and classification of its properties. The stress-strain curves of a sizable number of samples exhibited irregular behavior. The main type of irregularity was the existence of a stress plateau intermediate between the peak and the residual strength. The possible implications of this type of behavior on the mechanism of progressive failure of slopes are examined. The main conclusion is that it is possible that a slide may occur along the slip surface of an apparently stabilized previous slope failure while the shear strength is further reduced down to its final residual level.

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Journal of the Geotechnical Engineering Division
Volume 106Issue 6June 1980
Pages: 659 - 671

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Published in print: Jun 1980
Published online: Feb 11, 2021

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Spyros Cavounidis, AM.ASCE
Lect., Dept. of Civ. Engrg., Imperial Coli., Univ. of London, London, England
Elias Sotiropoulos, M.ASCE
Dir., Geomechaniki, S.A., Athens, Greece

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