This invention relates to the field of earthwork trenching technology, specifically to a method and
system for excavating slope trenches for prefabricated quick-
assembly grid beams. In this invention, by collecting high-density discrete coordinates of the slope and constructing a reference straight-line vector connecting the beginning and end, the geometric correction depth of each
surface point relative to the ideal flat bottom surface is calculated. This eliminates nonlinear errors caused by the original slope undulations, ensuring that the bottom surface of the trench accurately adapts to the straight-line configuration of the prefabricated components. The resistance gradient change characteristics during the excavation process are combined with a clustering
algorithm to dynamically lock the interface between soft and hard geological
layers. The excavation depth required by the
geometric design is fused and compared with the
measured depth of the geotechnical boundary in the same coordinate
system. Based on the comparison results, differentiated
cutting or stripping commands are intelligently generated. When encountering hard rock
layers higher than the designed bottom surface, a
fuzzy PID algorithm is activated to enhance hydraulic driving force and ensure
cutting efficiency. In soft soil operating areas, standard pressure is maintained to reduce
energy consumption.