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. Journal of Verification, Validation and Uncertainty Quantification.Journal of Thermal Science and Engineering Applications.Journal of Offshore Mechanics and Arctic Engineering.Journal of Nuclear Engineering and Radiation Science.Journal of Nondestructive Evaluation, Diagnostics and Prognostics of Engineering Systems.
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