On the contrary, the increased stiffness results in significant increase of the stresses in the pile. Based on the study, it is considered inadequate to solely increase the density and stiffness of the piles, as it will not effectively reduce the deformation of the foundation as well as the moment of the pile. 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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