The deformation of the soft soil imposes great impact on the slender pile. The maximum deflections and moments of the piles take place in the soft marine clay underneath the breakwater. A pile-breakwater-foundation system is evaluated during its construction and after construction has been completed. This paper highlights some practical considerations of soil structure interactions in the design of the breakwater for a land reclamation project at Da Ya Bay, Southern China sea, through three-dimensional finite element analysis.
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