
Unfortunately not all buildings have foundations that are built off solid
rock. In East Anglia and especially in Norwich, many properties are found to
be at risk from foundation movement due to compressible soils such as topsoil,
peat and made ground. Disturbance of the ground from leaking drains in soils,
such as sands, gravels, clay or made ground can also cause problems.
COMMON
COMPLICATIONS
 Large
areas of East Anglia have a clay sub-soil, and foundation movement can be caused
by clay shrinkage or heave. Where there is clear evidence or suspicion of
any of these problems, they need to be investigated prior to purchasing a property,
or for an insurance claim to be made by an existing property owner.
Problems from solution features and derelict chalk workings are also a regular
occurrence in Norwich, requiring urgent attention due to the potential risk
to public safety and surrounding buildings.
CLIENT OBJECTIVES
Hale Allen Jones have a long history of carrying out investigations and solving
defects for both private clients in domestic properties and large businesses
encountering problems in varied types of commercial
properties.
Where residential surveys are concerned, we realise that moving house is a
difficult time, and that when the additional problem of a structural defect
arises during a purchase, a report is required urgently. Once aware of this
we will endeavour to provide a rapid and efficient service.
For
over 35 years we have built up valuable experience in and around Norfolk making
us one of the oldest, if not actually the oldest established firm of Consulting
Structural and Civil Engineers in the county.
We can resolve a wide variety of building defects which not only include foundation
problems but other superstructure defects that occur with roofs, floors and
walls.
DEFINITIVE REPORTS
This
work constitutes a core element of our business. Therefore we aim to produce
a definitive report in a short time, based on investigations which may include
hand augured boreholes, trial pit excavations, testing of various subsoils
using a shear vane or a makintosh probe, drains tests and other more detailed
investigations as dictated by the type of defect.
MONITORING TECHNIQUES
Monitoring
structures over set periods of time to help establish whether or not any structural
movement is occurring in a specific area, this is a field in which we have
considerable experience. Once identified, cracks can easily be checked using
Monitoring Pins in conjunction with Vernier Callipers or by using a Demac
Gauge.
Alternatively, for larger or more sensitive projects the use of remotely read
inclinometers may be required, which can accurately assess minor incremental
movement in any direction.
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