Bachy Soletanche Limited prepares Canary Wharf site for new
high-rise buildings
With London’s finance district,
Canary Wharf proving to be a popular location for some
of the largest international businesses, it is hardly
surprising that the area is home to a number of
ambitious building projects which will add to the
London’s skyline. One such project is taking place at
the Riverside South site, where Bachy Soletanche Limited
(BSL) is constructing a considerable 610m diaphragm wall
for two high-rise structures.
The site is one of the last river fronted areas
remaining at Canary Wharf, located on the west side of
the Isle of Dogs. The two buildings, proposed to be the
second tallest in the Wharf, are specially designed to
compliment the skyline without compromising the views of
the famous three buildings – One Canada Square, HSBC
Tower and Citigroup Centre – that have stood for several
years.
The leading geotechnical firm is working in a joint
venture with Costain under a contract with Canary Wharf
Contractors Limited. The project includes the
sophisticated diaphragm wall technique, as Ben Hardy,
Bachy Soletanche Limited’s Contract Manager for the
Riverside project, explained:
“We were awarded the ground works project to construct a
basement wall around the perimeter of the site, having
proposed the diaphragm wall technique in lieu of the
conforming secant pile scheme. The superior
watertightness of a diaphragm wall for the excavation of
the three floor basement was a big selling point.”
A diaphragm wall is constructed in panels with the
Riverside South project requiring a massive 96 panels to
complete the 610m wall. However before the panels can
even begin to be installed, a guide wall trench is being
created to maintain the accuracy of the wall
construction.
The ‘panels’ are a combination of 1000mm and 1200mm
widths, and are constructed using 2.8m long rope grabs.
They consist of three “bites” – a “virgin” bite, a
“stop-end” bite and a “centre bite”. When these three
bites are complete, each panel is up to 7m in length.
In order to form watertight joints between the panels,
stopend casings containing a double sided water bar are
placed at both ends of the first ‘panel’ prior to
concreting. The stopend is designed so that half of the
waterbar is cast into the panel and half is
protected/contained within the structure of the stopend.
These stopends are then withdrawn once the adjacent
panels are excavated, and the second half of the
waterbar is left behind to be encased in the concrete of
the adjacent panels.
Ben Hardy continued:
“In normal circumstances we would just construct the
diaphragm wall, but with the site being on a large bend
in the River Thames, the Riverside site has a long
history of boat building and boat maintenance. Dry docks
have been built over the top of the other for centuries
before finally being crudely backfilled in the middle of
the twentieth century. A diaphragm wall grab is not
designed to go through these timber, stone, concrete and
steel structures, and therefore the project involves a
significant amount of rotary coring.”
The old docks are cored out using 1500mm diameter coring
equipment and rock augers down to a depth of 12m. The
hard cored out material is then replaced with a soft
slurry mix which the grab can easily ‘bite’ through
after it has set.
Ben Hardy concluded:
“We have a systematic approach to this part of the
project ensuring that the docks are fully cored out on
the alignment of the panels. For the diaphragm wall
operation to run smoothly we can’t afford to have a big
lumps of material obstructing the grabs”
When the wall is complete in mid-spring 2008, the ground
will be excavated by Costain with staged installation of
ground anchors.
Email:
fiona@manifestcomms.co.uk
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