The
Wadhurst Clay is an over-consolidated silty clay which was deposited in a coastal mudplain environment. The clays contain a variety of siltstone, sandstone and limestone horizons many of which were deposited
as lenses or channel fill deposits so are typically of limited lateral continuity. These
rock units may be iron-rich and generally have high strengths.
The
Wadhurst Clay was particularly susceptible to re-working near surface by the processes of cryoturbation and solifluction under
periglacial climatic conditions which affected south east England during the Pleistocene Ice Age. Cryoturbation, which is the cyclical freezing and thawing of the upper soil layers, caused physical disruption
of the soil fabric in the weathered and otherwise unweathered Wadhurst Clays. Cryoturbation
effects may extend to depths of up to five or six metres below natural ground level and in some instances have also been shown
to have induced shear surfaces aligned broadly parallel with the ground surface.
The
solifluction process involves the movement downslope of saturated soil over frozen ground at depth thereby creating extensive,
broadly slope-parallel slip surfaces towards the base of each solifluction lobe or sheet.
The solifluction process also typically led to intense fissuring within the soliflucted clays. Solifluction movements were able to take place on very shallow slopes owing to the development of high
pore water pressures when the ground surface froze.
Fluctuating
climatic conditions in the Pleistocene allowed several phases of solifluction to occur such that more than one solifluction
sheet may still be identified in some areas. The total depth of solifluction
deposits is typically between 1.0m and 3.0m but does occasionally exceed 3.0m. Conversely,
some Wadhurst Clay slopes are completely devoid of solifluction deposits. Solifluction
deposits are particularly well developed in the area where the ice sheets never reached, which is usually considered to be
south of a line between Bristol and the Thames estuary, and hence where the solifluction process was able to operate for a
prolonged period of time.
Since
the end of the Pleistocene, approximately 10,000 years ago, the soliflucted slopes have generally re-graded to a condition
which is stable in the summer months but, when pore water pressures rise in winter, becomes marginally unstable such that
small downslope creep movements may occur on the slip surfaces. Any artificial
disturbance of these slopes such as the addition of fill material on the upper parts of the slope or excavations into the
lower parts of the slope, or even the removal of trees, can lead to instability during subsequent wet winters.
Keith
Gabriel, 2008