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This paper presents a proposal, developed as part of the EC-sponsored SafeLand project, to supplement existing landslide classifications with a more detailed description of the geomechanical characteristics of the materials to include the effects of “structure” and stress history, as determined by depositional and post-depositional processes. This provides a valuable insight into and a rational basis...
The effects of sampling disturbance on structured clays with initial states above the oedometric Intrinsic Compression Line (ICL oe ) are investigated numerically by applying a modified form of the Ideal Sampling Approach (ISA) and an elasto-viscoplastic constitutive model. The main features of the behaviour of structured clays during and after sampling reported in the technical literature...
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