The application discloses a morphological super-drilling offshore rock-embedded single
pile foundation and a construction method, and belongs to the technical field of offshore
engineering. In view of the problems of single
geometric form, synchronous brittle failure and insufficient
bearing capacity of the interface of the existing rock-embedded
pile, a morphological super-drilling area in the shape of a sinusoidal wave curved surface is formed below the
pile body, and the area is filled with a material to be integrated. The construction steps include: drilling construction; a sinusoidal wave curved surface is formed by adopting high-pressure
water jet and variable-
diameter mechanical cutter compound
cutting, the contour accuracy is ensured to be less than or equal to 5 mm through a
laser ranging camera and closed-
loop control; primary positive circulation hole cleaning and secondary air-lift reverse circulation combined high-pressure
water jet hole cleaning are sequentially implemented; after the hole cleaning is qualified, primary self-leveling grouting, secondary high-pressure splitting grouting and
tertiary steady pressure supplementary grouting are implemented. The shear dilation effect and asynchronous
failure mechanism of the sinusoidal wave curved surface make the vertical
bearing capacity of the rock-embedded pile be 2 to 12 times higher than that of the traditional rock-embedded pile, the failure mode is ductile, the construction consistency is good, and the construction cost of the deep-sea rock-embedded pile is reduced.