Research Article

Study on Optimization of Delay Method of Wedge Cut Blasting in Tunnel

Table 6

The peak particle resultant velocity of rock.

ObjectSimultaneous1 msVRR5 msVRR8 msVRR10 ms (%)VRR12 ms (%)VRR15 ms (%)VRRDouble holeVRR

Bottom monitoring pointα11210.116%9.521%10.1169.52111.5410.116%11.54%
α211.611.7−1%10.78%9.7169.5189.22111.7−1%9.915%
α311.511.41%11.8−3%9229.7169.31911.41%9.815%
α411.610.113%115%9.4199.7169.2219.518%11.42%
α511.410.310%9.517%9.3189.3189.2198.625%11.5−1%
Top monitoring pointβ12722.716%21.819%20.92320.62421.52021.221%20.325%
β225.322.710%22.511%21.61521.31621.51520.519%2117%
β323.822.46%233%22.1721.8821.6919.916%21.69%
β422.922.71%23.5−3%22.6122.1321.5620.212%224%
β52322.90%23.8−3%22.8122421.8520.810%22.43%
Side monitoring pointγ120.720.51%20.32%19.1818.41118.8917.914%20.32%
γ220.720.51%20.41%19.1818.2121981813%20.41%
γ320.720.51%20.41%19.1817.91419.1818.113%20.41%
γ420.720.41%20.41%19817.91419.3718.312%20.41%
γ520.620.31%20.41%198181319.4618.510%20.31%
Back monitoring pointδ130.12420%21.628%21.82821.130222722.824%21.628%
δ230.323.921%21.629%21.82821.13022.12722.725%21.529%
δ330.523.722%21.629%21.829213122.22722.626%21.629%
δ430.723.822%21.630%21.72921.13122.32722.527%21.630%
δ530.923.923%21.630%21.73021.13222.42822.328%21.630%
Average vibration reduction ratio9%11%16%18%16%16%12%