The invention provides an automatic pavement settlement monitoring method and
system based on a shield undercrossing airport
runway. The
dynamic database is constructed by collecting operation parameters such as
shield tunneling machine propelling pressure, cutterhead torque and synchronous grouting pressure in real time and combining three-dimensional deformation data obtained through
laser scanning. Strain sensing units are arranged in the soil
layers to form a layered monitoring network, strain changes of the soil
layers of different depths are collected, and
spatial correlation is established between the strain changes and the tunneling position. And analyzing a spatial attenuation rule through a dynamic association
processing unit, and generating a multi-dimensional
feature data set. And establishing a settlement prediction model, fusing the shield dynamic load sequence and the layered strain conduction characteristics, and outputting settlement distribution information. And the
system automatically compares the settlement difference value of the adjacent areas with a preset safety threshold value, and generates a graded early warning
signal after
verification of the three-dimensional deformation
data space. According to the technical scheme provided by the invention, real-time three-dimensional prediction and spatial
verification type graded early warning of settlement of the airport
runway are realized.