The application discloses a tunnel section
delay blasting excavation method with grading, layering and
porosity linkage, which comprises the following steps: according to the rock strength, integrity coefficient and underground
water state of surrounding rock, a tunnel face is divided into several surrounding rock grading areas; an excavation section is divided into several excavation
layers along the vertical direction, and the control surrounding rock grade corresponding to each excavation layer is determined; the representative
porosity of the rock
mass in each layer is measured, and the blast hole arrangement parameters and single-hole charge quantity of each layer are determined; according to the control surrounding rock grade and representative
porosity of each excavation layer, the
delay blasting
time sequence of the blast holes in different positions in each layer is determined, and each blast hole is blasted according to the
delay blasting
time sequence; after blasting and ventilation, concrete is sprayed to close the rock surface, and a steel arch is installed. The application realizes fine design of blasting parameters and differential control of the section delay blasting
time sequence, thereby effectively inhibiting the
large deformation of soft rock, reducing the collapse risk, and improving the construction safety and efficiency.