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Journal Articles
Proceedings of the Institution of Civil Engineers (1985) 78 (1): 195–216.
Published: 01 February 1985
..., dewatering to the bottom of the concrete keys (some at 14.0 m OD) seemed to be impractical so that the method of constructing this detail was changed (see58). 38. This information was taken into account when considering the cofferdam designchanges, and itwas fortunatethatthepumpingcapacityrequired for normal...
