Whether or not you believe that climate change is
occurring, the last decade or so has shown some significant changes in rainfall
patterns in the central and southern parts of the country. These changes have
influenced ground instability resulting in the recent spate of “sinkholes” that
occurred in February.
Looking back at the rainfall statistics (www.metoffice.gov.uk) it
is apparent that since 2000 the mean annual rainfall figures in southern and
central areas have increased. In the past there were some notable ground
collapses in the early and mid 2000s when intensive rainstorms locally produced
rainfall of over 50% to 100% higher than usual. Higher than average rainfall
was also a feature of 2008 to 2010. By contrast 2011 was a much drier year than
normal and this pattern continued into early 2012. During this time few ground
collapses were taking place.
As 2012 progressed rainfall greatly increased from April
onwards producing a wetter than average year. 2013 also started with average
rainfall interspersed with drier months but got wetter during the autumn to
winter period, continuing into the very wet months of January (>200% above
average) and February (>270% above average) this year. The cumulative effect
of the rainfall reflects the incidence rate of subsidence as follows:
· - 7 subsidences in 12 months in 2012
· - 17 subsidences in 12 months in 2013
· - 13 subsidences in just 2 months in 2014
Size
isn’t everything!
Fortunately in Britain ground collapse is rare and not as
dramatic as examples from places like Florida, South Africa, Guatamala or
China, but even so the holes can be reasonably large and dangerous. In late
December a collapse over old mine workings at Foolow, Derbyshire produced a
hole about 50m across and 40m deep. This occurred in a rural area but only
endangered local sheep and walkers! By contrast a number of smaller holes that
occurred further south in February caused alarm to residents and structural
damage – fortunately none of it causing injury!
· At Walter’s Ash, High Wycombe, a hole (circa 4.5m diameter, 9m deep) swallowed a VW Lupo car parked on the drive outside a house
· At Upper Basildon, near Reading, a hole (circa 3m diameter, 3m deep) opened up beneath a car as it travelled along a driveway, but luckily the vehicle spanned across the hole allowing the family to get out safe
· At Hemel Hempstead, another hole (circa 10m diameter, 6m deep) appeared below housing causing significant structural damage and evacuation of residents
· At Nettlebed, Oxon, a fourth hole (circa 5m diameter, 6m deep) occurred within woodland, needing fencing off to secure it safely
· At Gillingham, Kent, a large hole (4m diameter, 9m deep) formed within the grounds of a school
· At Walter’s Ash, High Wycombe, a hole (circa 4.5m diameter, 9m deep) swallowed a VW Lupo car parked on the drive outside a house
· At Upper Basildon, near Reading, a hole (circa 3m diameter, 3m deep) opened up beneath a car as it travelled along a driveway, but luckily the vehicle spanned across the hole allowing the family to get out safe
· At Hemel Hempstead, another hole (circa 10m diameter, 6m deep) appeared below housing causing significant structural damage and evacuation of residents
· At Nettlebed, Oxon, a fourth hole (circa 5m diameter, 6m deep) occurred within woodland, needing fencing off to secure it safely
· At Gillingham, Kent, a large hole (4m diameter, 9m deep) formed within the grounds of a school
Since the collapses occurred some of the holes have been
backfilled with foamed concrete to make them safe while ground investigations
are carried out to determine their cause. Over 200m³ (or 20 concrete lorry
loads) of foamed concrete were used to infill the holes at each of Hemel
Hempstead and Gillingham.
What
is a sinkhole?
Strictly speaking a sinkhole is a collapse of ground over
a naturally formed void at depth. They occur where the ground below the surface
has been dissolved away – they are typically found in areas underlain by chalk,
limestone, gypsum and salt. In southern and eastern England, sinkholes are
associated with areas where sand, gravel and clay layers overlie chalk. PBA is
currently investigating and stabilising several sinkholes on chalk where
structural damage has occurred in areas like Reading, Marlow, Maidenhead,
Beaconsfield, the Chalfonts, Grays and Hertford. The recent collapse in Ripon,
underlain by soluble gypsum, is another example of a sinkhole that caused
significant structural damage.
However, many of the recently formed holes are suspected
to have originated as a result of ground collapse over man-made voids in the
ground i.e. mine workings. This type of collapse is referred to as a “crown
hole”. There are large numbers of unrecorded historical mine workings across
the country, liable to intermittent subsidence depending upon weather or
leaking drains that reveal their presence each year. PBA is currently
investigating possible mined ground and collapses at Gillingham, Nettlebed,
Upper Basildon, Hemel Hempstead and Chalkhouse Green.
Solutions
for sinkholes
After backfilling the sinkhole to prevent it enlarging
either a series of exploratory holes are drilled into the ground at close
centres around the feature or the surrounding ground can be surveyed using
geophysics. Geophysical survey techniques that can be useful, subject to
conditions, include microgravity, resistivity, conductivity and GPR. Depending
upon the setting investigation techniques such as dynamic probing or rotary
drilling may be used. The aim of the work is to be able to create a 3D ground
model of the cause of the collapse at depth in order to design a suitable
remedial stabilisation scheme. Remedial stabilisation techniques used from the
surface can include grouting (using cement and/or resin), soil reinforcement
(geogrid installation), piling, capping and excavation/replacement. Sometimes
safe access into the collapsing void can be achieved and the infilling or
reinforcement works can be carried out in situ.
What
action should conveyancing solicitors take?
Given the potential impact on a property, ground
instability risk is clearly something for which conveyancing solicitors should
be checking as part of their due diligence process. Landmark’s environmental
reports – both residential and commercial – all contain data from multiple
sources (both manmade such as mining and underlying natural conditions) in
order to provide a risk screening and next steps. For residential transactions,
in the case of the premium SiteSolutions Residence report, a full ground
stability risk assessment is included, whereas Homecheck Professional and
Envirosearch will highlight risk and suggest the purchase of further, more
detailed reports or potentially a surveyor visit should that be appropriate.
If you’d like more information on the risk reports,
please contact Landmark Information Group on 0844 844 9966 or email
helpdesk@landmark.co.uk
Blog
prepared by Dr Clive Edmonds, Peter Brett Associates LLP, a leading specialist
in the recording, investigation and stabilisation of geohazards and Landmark
Information Group.
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