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The use of a three dimensional model of each block permitted the developer to make a large number of last minute significant changes that would have otherwise been impractical to undertake. The site was overlain by up 2m of very soft clay covering chalk designated as the most important aquafer in the South East of England.
In addition the site was dissected by an old railway cutting 10m deep, it had been dismantled in the 1930’s and subsequently land filled. A foundation solution included bridging over the old railway cutting, as required by the Environment Agency. This was encapsulated but not disturbed or penetrated by piles. Deep lime stabilisation of clay, combined with a 100,000 cu.m. cut and fill exercise, enabled the re-use of the clay to level the site.
The use of the lime stabilised material promoted significant savings in ground floor and external works construction, allowing ground bearing slabs and black top finishes to be laid directly on the improved ground, without the need for imported granular sub base layers.
Phase 2 will be on site early 2007.
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