...M CULLEN © Thomas Telford and ICE 1999 GLASGOW CALEDONIAN UNIVERSITY DOCKS GATES MITRE IMPOUNDING DESIGN SYSTEMS WATER RETAINING SURVEYS METHODS SURVEYING WATERTIGHTNESS CANALS PORTS QUOINS POSTS SILLS LOADS RESPONSES HYDROSTATICS STRUCTURAL SEALS Design...

... conditions were set abou3t00 m per day, per spread,on the basisof a 26 day working month. In practice, an average rate of 300 m per day, with a maximumof 600 m per day. was achieved. Hydrostatic testing 55. Sections of prestressecdoncrepteipe- lines were testebtodetwee1n00a%nd 120% of the design pressureof...