The invention discloses a graded blasting construction method for a shallow-buried soft
rock tunnel sensitive section. The method comprises the steps that measuring points are arranged in a tunnel chamber, a ground surface non-cavity section and a cavity section, and
blasting vibration data are obtained; peak
vibration velocity prediction models are established in a partitioned mode, an attenuation model is adopted in a chamber, a correction term is introduced into a non-cavity section of the
earth surface to correct the attenuation model, and a
multivariable model is established for the cavity section through
dimensional analysis by integrating the horizontal distance, the elevation difference, the explosive quantity, the rock
mass density and the tensile strength; determining a ground surface
vibration velocity safety threshold, and quantifying a cavity
vibration velocity amplification coefficient and an influence range thereof; based on the peak vibration velocity probability distribution and a preset safety level, establishing a safe
dose prediction model and a safe range model; and dividing control areas according to the model, and implementing graded construction. According to the method, the vibration propagation law can be accurately described, the cavity amplification effect can be quantified,
dynamic prediction of the blasting safety explosive quantity and range is achieved, and disturbance of
blasting vibration to surrounding rock is effectively controlled through hierarchical management and control.