As part of the design of a 318m length of new sheet pile wall, the Engineer required the design and construction of 265No. permanent anchors at 1.20m centres.
As part of the temporary support to a section of river side cofferdam, the Engineer required a low level tie bar system to secure opposing sheet piled walls.
As part of the repair to an existing sheet pile wall, ground anchors were required to limit the movement of the wall and increase its factor of safety. A tie b
Planning constraints in Woking dictated that McLaren’s new research centre be constructed substantially underground. Further constraints required that the surr
Reconstruction of the river wall at Hewitts Quay along the River Roding, Barking, East London to enable the construction of a block of four storey residential f
As part of the above development, Jet Grouting was required to reduce the permeability of the Thames Gravel between the London Clay and the underside of the adj
As part of the redevelopment of Norwich City Football Ground, ground improvement was required to improve the existing access roads.
As part of the redevelopment of the Strood Waterfront area, a permanently tied new build sheet pile wall was proposed. The original support scheme consisted of
As part of the reconstruction of the river wall, the Engineer specified a 112 metre length of anchored sheet pile wall. This was proposed to replace the existi
