Franklin Ellis Architects
The foundations were piled due to significant quantities of fill across the site area consisting of ash and weak silty clays. In addition the water table was extremely high.
Pre-cast concrete piles were adopted to overcome the high water table and were taken down to a depth of 12m to reach the firm sandstone rock.
The contract for the scheme was a JCT contract and HSP Consulting worked with the design and build contractor from design conception to the completion of the scheme.
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