A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of Nagoya harbor storm-tide-preventing breakwater
Geology at construction site of breakwater presented highly unstable foundation for breakwater; in order to improve soft clay formation, sand drain method was employed; rubble mound was constructed on improved layer and breakwater was built by settling reinforced concrete caissons on mound, whole being thus composite breakwater. (40998)
Construction of Nagoya harbor storm-tide-preventing breakwater
Geology at construction site of breakwater presented highly unstable foundation for breakwater; in order to improve soft clay formation, sand drain method was employed; rubble mound was constructed on improved layer and breakwater was built by settling reinforced concrete caissons on mound, whole being thus composite breakwater. (40998)
Construction of Nagoya harbor storm-tide-preventing breakwater
Kon Vlaam Ing, Papers
Miyazaki, T. (author)
5th International Harbour Congress ; 1968 ; Belgium , Antwerp
1968
18 pages
Conference paper
English
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