Table 1 PPV fitting formula of measuring points 3# and 7# at different cavern spacing.

From: Vibration velocity and frequency characteristics of surrounding rock of adjacent tunnel under blasting excavation

Location

Section O

Section M3

Section N3

3#

\(V = 12.76\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{1.58} ,{\text{R}}^{2} = 0.{997}\)

\(V = 2.70\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{1.00} ,{\text{R}}^{2} = 0.{984}\)

\(V = 3.26\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{1.05} ,{\text{R}}^{2} = 0.{975}\)

7#

\(V = 7.96\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{2.26} ,{\text{R}}^{2} = 0.{989}\)

\(V = 3.71\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{1.93} ,{\text{R}}^{2} = 0.{99}0\)

\(V = 2.86\left( {\frac{{\sqrt[3]{Q}}}{R}} \right)^{2.36} ,{\text{R}}^{2} = 0.{996}\)