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Open Access Characterisation of a high plasticity marine clay using a T-bar penetrometer

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Abstract:

A series of laboratory-scale T-bar penetrometer tests have been conducted on a clay bed virgin consolidated from reconstituted high plasticity marine clay. This investigation was mainly concerned with the effects on the penetration resistance of rate of penetration and the presence of free water on the surface of the clay bed. The rate of penetration varied between 0.005mm/s and 50mm/s. The results showed that the nature of soil resistance was 'undrained' over the range of speeds studied, and the resistance showed a marked viscous rate effect. The virgin consolidated clay bed exhibited an increase in penetration resistance by up to 35% for a factor 10 increase in rate of penetration – much larger than values previously reported for kaolin. The presence of water on the surface of clay bed had a profound impact on penetration resistance, particularly on the remoulded strength obtained by taking the T-bar through successive penetration and extraction cycles. This was true even when the remoulding cycles were conducted without the T-bar breaking through the clay surface.

Keywords: CHARACTERISATION; MARINE CLAY; RATE EFFECT; SHEAR STRENGTH; T-BAR; UNDRAINED

Document Type: Research Article

DOI: http://dx.doi.org/10.3723/ut.31.179

Publication date: November 1, 2013

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