1887

Abstract

Deformation in geomaterials (soils, rocks, concrete, etc.) is often localised, e.g., in the form of shear bands or fractures. In experimental analysis of the mechanical behaviour of such materials standard laboratory methods are insufficient as the majori

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/content/papers/10.3997/2214-4609.201400340
2009-06-08
2021-12-05
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http://instance.metastore.ingenta.com/content/papers/10.3997/2214-4609.201400340
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