thin layer shearing of a highly plastic clay
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ID: 196857
2006
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Abstract
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.
| Reference Key |
balthasar2006nonlinearthin
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| Authors | ;K. Balthasar;G. Gudehus;M. Külzer;A. B. Libreros Bertini |
| Journal | BMC research notes |
| Year | 2006 |
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