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A platform for research: civil engineering, architecture and urbanism
Prestressed quay built "in wet"
Quay 3250 ft long is being built of precast prestressed concrete units; piers have been sunk through water into disturbed marl on banks of River Tees; 5 tidal berths provided have initial depth of 32 ft and ultimate depth of 37 ft alongside at low water spring tides; substructure consists of 330 concrete cylinders arranged in bents of 3; superstructure consists of pairs of main transverse prestressed concrete beams supporting precast prestressed deck units. (See also Engineering v 192 n 4976 Sept 1 1961 p 275-6)
Prestressed quay built "in wet"
Quay 3250 ft long is being built of precast prestressed concrete units; piers have been sunk through water into disturbed marl on banks of River Tees; 5 tidal berths provided have initial depth of 32 ft and ultimate depth of 37 ft alongside at low water spring tides; substructure consists of 330 concrete cylinders arranged in bents of 3; superstructure consists of pairs of main transverse prestressed concrete beams supporting precast prestressed deck units. (See also Engineering v 192 n 4976 Sept 1 1961 p 275-6)
Prestressed quay built "in wet"
Civ Eng (Lond)
1961
4 pages
Article (Journal)
English
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