Our alternative design for the 17m deep basement at the Kings Place development in London rationalised the construction process.
At Birmingham's Bullring our geotechnical analysis led to an increase in allowable bearing pressure on the strata, resulting in material and programme savings.
On London’s Millennium Bridge, we proposed reinforced concrete caissons for the pier base support as an alternative to driven steel tubes.
At New York Street in Manchester, our alternative foundation design dramatically reduced the number of piles required.
Our alternative foundation design for the award-winning Perth Concert Hall avoided the need for 270 piles through very soft clay.