The embodiment of the invention discloses a
slope stability early-stage risk judgment method, device and equipment based on an intelligent measurement
pile, and relates to the technical field of slope
engineering safety prevention and control. The scheme can comprise the following steps: acquiring
sensing data of a plurality of intelligent measuring piles in a monitoring area, wherein the
sensing data at least comprises displacement data and inclination data; wherein the intelligent measuring
pile is arranged on the surface of a slope; based on a preset partitioning
algorithm, the monitoring area is divided into a plurality of intelligent measurement
pile unit spaces according to the positions of the multiple intelligent measurement piles, and each intelligent measurement pile unit space comprises one intelligent measurement pile;
processing the displacement data and the inclination data of each intelligent measuring pile to obtain a deformation parameter vector of each intelligent measuring pile; the deformation parameter vector is compared with a first early warning threshold value, and an over-limit intelligent measurement pile is obtained; a preset clustering
algorithm is utilized to cluster the over-limit intelligent testing piles, a plurality of risk partitions in the monitoring area are obtained, and each risk partition comprises at least one intelligent testing pile unit space; according to the deformation parameter vector of each risk subarea intelligent measurement pile, determining a risk subarea comprehensive deformation characterization parameter value, and comparing the risk subarea comprehensive deformation characterization parameter value with a second early warning threshold value to obtain a risk grade of each risk subarea; according to the comprehensive deformation characterization parameter value of the risk partition and the area factor of the comprehensive deformation characterization parameter value, determining the comprehensive deformation characterization parameter value of the overall risk of the slope, and comparing the comprehensive deformation characterization parameter value with a third early warning threshold value to obtain the overall
risk level of the slope, so that the early risk state of the
slope stability can be comprehensively and accurately judged under the condition of realizing large-range coverage monitoring.