This report summarises work undertaken in support of the Ground Movements: Shrink/Swell
Project undertaken as part of the BGS Physical hazards Programme. It provides petrographical
descriptions acquired using scanning electron microscopy (SEM) of a suite of samples (n = 24,
from 19 sites) collected from the London Clay of the London and Hampshire Basins in southern
England.
The analysis indicates that the samples from both basins display considerable variations in grain
size both on a millimetric scale (mm-scale laminae of clay-rich, or silt-rich or fine-sand
material), and also on a regional scale, with a broad trend to increasing grain size and decreasing
clay-content from NE to SW.
The clay content of a given mudstone is likely to be an important factor in governing the
shrinking and swelling capacity of the London Clay at a given site – clearly if clay is
volumetrically of minor significance within the sediment, then it will have proportionally less
impact on sediment volume as it shrinks/swells, irrespective of it’s mineralogy. As might be
anticipated, porosities, and hence permeabilities, will be higher where grain sizes are coarser,
this will affect the susceptibility of the lithology at a given site to wetting/drying. It is
recommended that a more quantitative assessment of sediment grain size is carried out.
X-ray microchemical analyses qualitatively confirm the results of XRD analysis (Kemp and
Wagner 2006), indicating that the clays are dominated by illite and smectite species, which
might be expected to undergo significant shrinking and swelling in response to wetting and
drying
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