Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction of Nagoya storm-tide-preventing breakwater
Features of construction of 8250-m breakwater; greater half of this breakwater was built on extremely unstable foundation, nature of ground being of soft clay stratum with thickness of 10 to 30 m; sand-drain method was adopted for improving ground on which caissons were laid, forming composite type section; close work control was maintained constantly by applying boring, observation on sinking, pore water pressure and other conditions to ascertain whether sinking by consolidation took place according to calculations; breakwater project was completed in period of 2 yr and 8 mo at cost of 30 million dollars.
Construction of Nagoya storm-tide-preventing breakwater
Features of construction of 8250-m breakwater; greater half of this breakwater was built on extremely unstable foundation, nature of ground being of soft clay stratum with thickness of 10 to 30 m; sand-drain method was adopted for improving ground on which caissons were laid, forming composite type section; close work control was maintained constantly by applying boring, observation on sinking, pore water pressure and other conditions to ascertain whether sinking by consolidation took place according to calculations; breakwater project was completed in period of 2 yr and 8 mo at cost of 30 million dollars.
Construction of Nagoya storm-tide-preventing breakwater
Coastal Eng Japan
Teranishi, K. (Autor:in)
Proceedings of the 10th Conference on Coastal Engineering ; 1966
1966
26 pages
Aufsatz (Konferenz)
Englisch
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