The invention discloses a scouring
pile foundation reinforcement method based on an MICP curing technology, which comprises the following steps: acquiring initial environment information such as scouring pit parameters,
water flow parameters, tide period and
seawater salinity of a delimited area around a
pile, and determining grouting parameters such as a grouting
window period and a safe flow velocity threshold value and a matching numerical value of a bacterial liquid concentration, a
urea concentration and a
calcium ion concentration; a grouting
assembly composed of a first grouting
pipe and a second grouting
pipe which are spliced up and down is arranged, and grouting holes are formed in the side wall of the second grouting
pipe which is pre-buried in a soil layer; after MICP
slurry is prepared according to blending parameters, the
slurry is injected into a soil layer in combination with grouting parameters, and meanwhile, the grouting process is dynamically adjusted by monitoring the resistivity of a soil body in real time; and after grouting is completed, the
assembly is dismantled, and supplementary grouting is conducted on the local area according to the detection result. According to the method, the accuracy and reliability of
pile foundation reinforcement are achieved through environmental parameter
adaptation,
grout dynamic regulation and control and layered detection and reinjection.