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Titel Thin layer shearing of a highly plastic clay
VerfasserIn K. Balthasar, G. Gudehus, M. Külzer, A. B. Libreros Bertini
Medientyp Artikel
Sprache Englisch
ISSN 1023-5809
Digitales Dokument URL
Erschienen In: Nonlinear Processes in Geophysics ; 13, no. 6 ; Nr. 13, no. 6 (2006-11-30), S.671-680
Datensatznummer 250011876
Publikation (Nr.) Volltext-Dokument vorhandencopernicus.org/npg-13-671-2006.pdf
 
Zusammenfassung
Shearing tests with a thin layer of clay between filter slabs render possible large and cyclic deformations with drainage. In the pressure range of 100 kPa they serve to validated visco-hypoplastic constitutive relations. This theory is also confirmed by tests with up to 14 MPa and super-imposed anti-plane cycles. After this kind of seismic disturbance the clay stabilizes if the ratio of permanent stresses is undercritical. Otherwise a spontaneous acceleration occurs after a delay. This could help to understand critical phenomena with clay smears in faults.
 
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