The invention discloses a core wall
deformation monitoring method for a high rockfill dam. The method comprises the following steps: arranging an array
robot, arranging a measurement carrier, pre-burying an
inclinometer tube, designing a core part, performing measuring, solving an MEMS inertial
navigation error equation, calculating an inclination angle of a corresponding shaft, and calculating anaccumulated displacement according to an angle reckoning displacement amount and an integral. According to the principle of high-precision MEMS inertial navigation, the array type
robot measurement
system is researched and developed, the
horizontal and vertical displacement of the core wall is monitored through deformation of the array type
robot, the horizontal displacement is monitored in a vertical burying mode, the
vertical displacement is monitored in a transverse burying mode, automatic observation is achieved, manual observation is completely replaced, the observation precision is high, the
automation degree is high, the equipment
diameter is small, the
system is capable of adapting to
large deformation of a core wall, capable of being buried transversely and vertically, and capable of making up for the inconvenience of vertical burying of the pipeline robot measuring
system.