The invention discloses an anti-seepage method for a deepwater hard rock steel
sheet pile cofferdam, which comprises the following steps of: drilling a hole guide groove in a field rock-soil layer by using a hole guide
machine so as to insert and fix the lower end of a steel
sheet pile; after the hole guide groove is formed, throwing coarse sand for filling the groove hole firstly, and then throwing clay for filling the hole guide groove till a groove opening is filled; driving a steel
sheet pile which is manufactured in advance and provided with a grouting
pipe into the throwing and filling soil of the hole guide groove till the built-in depth which is designed in advance is reached, and after the steel sheet
pile enters the position, injecting
cement mortar into the hole guide groove through a grouting
pipe with a hole; before the
cement mortar is solidified, arranging an ultrasonic density sensor in the groove to monitor the
density change of the soil body in the groove in real time, continuing grouting when the density of the soil body does not reach a design value, and stopping grouting once the density of the soil body reaches the requirement; and pumping water from the inner side of the steel plate
cofferdam after the
cement mortar is solidified. Most double-wall steel
cofferdam construction schemes can be replaced, the number of temporary cofferdam projects is greatly reduced, and the application range of the steel sheet
pile cofferdam technology is greatly expanded.