In the offshore seawall reinforcement project in Nanshui Town,the seawall is a deep muddy soil structure.When the old seawall is raised and thickened,the overall anti-sliding stability cannot meet the standard requirements as the upper load is increased.In order to solve the problem of insufficient overall anti-sliding stability of the seawall struc-ture,and considering the constraints in land use,construction period,and environmental impact,various reinforcement schemes are compared.A precast concrete anti-sliding pile reinforcement scheme is selected and adopted,which is of construction convenience,short construction period,reliable quality,and less cost.It can be useful reference for similar projects.
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