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- W594863981 abstract "Skempton has suggested that fissures present on a potential slip surface in an overconsolidated clay slope can produce stress concentrations that will force the clay beyond its peak strength producing as a result the non-uniform mobilization of strength, and thus causing the progressive failure of the slope. The present investigation, making use of the principles of linear fracture mechanics as well as laboratory experiments that involved compression tests on brittle clay samples with pre-existing cracks or fissures, has indicated the validity of Skempton's suggestion. In addition, it was found that fissures promote the failure of the material surrounding them by tension rather than compression or shear. Also, the arrangement of the fissures in the failure zone influences the type of stresses, either tension or compression, that can develop between them. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)" @default.
- W594863981 created "2016-06-24" @default.
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- W594863981 date "1985-01-01" @default.
- W594863981 modified "2023-09-23" @default.
- W594863981 title "FISSURE INTERACTION AND PROGRESSIVE FAILURE OF SLOPES. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985" @default.
- W594863981 hasPublicationYear "1985" @default.
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