Our Role
The quay wall was constructed over both land and water, utilising 32m-long, 1.6m diameter tubular piles in combination with 22m-long sheet piles. ByrneLooby designed the permanent anchors for the combi-wall, which consisted of rock anchors inserted into 367No 30m-long, 760mm diameter raking piles tied back to a reinforced concrete anchor beam. ByrneLooby also acted as the temporary works designer on the project and provided geotechnical advice in relation to value engineering of the heavy-duty hinterland pavement and support piling.
