Table 2 fc fitting formula of measuring points 3# and 7# at different tunnel spacings.

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

Location

Section O

Section M

Section N

3#

\(f_{c} = 0.75\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{0.61} ,{\text{R}}^{2} = 0.{985}\)

\(f_{c} = 2.34\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{1.30} ,{\text{R}}^{2} = 0.{932}\)

\(f_{c} = 1.37\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{1.10} ,{\text{R2}} = 0.{967}\)

7#

\(f_{c} = 0.93\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{0.88} ,{\text{R}}^{2} = 0.{99}0\)

\(f_{c} = 1.93\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{1.58} ,{\text{R}}^{2} = 0.{986}\)

\(f_{c} = 0.93\frac{{C_{p} }}{{Q^{1/3} }} \cdot (\frac{{Q^{1/3} }}{R})^{1.99} ,{\text{R}}^{2} = 0.{973}\)