The Blasting Safety Regulations stipulates that “the blasting seismic safety of general buildings and structures should meet the requirements of safe vibration speed†and stipulates the control standard for the vibration velocity of the ground mass of the building (structure). 2. Safety distance of blasting air shock wave
It is required to determine a safety distance away from blasting work faces where the support of the secondary shotcrete can be executed to avoid damage from blasting vibration. ... The criterion in Table 2 just presents the allowable PPVs for the safety of the shotcrete, but does not give a further explanation for the PPVs according to ...
The safety assessment and control of large-diameter pipelines under tunnel blasting at ultrasmall clear distances is a significant problem faced in construction. However, there has been no reference case for the quantitative comparison of the disturbance degree of surrounding rock by using two blasting schemes of non-electric detonator design and …
blasting vibration caused by the impact of blasting seis-mic waves, which often has an impact on the surrounding environment [4–7]. According to China's Blasting Safety Regulations [8], blasting construction operations should be carried out outside the safe allowable distance, which is determined by blasting vibration speed and stratum condi -
Download Vibration safety and enjoy it on your iPhone, iPad and iPod touch. According to People's Republic of China national standard - blasting safety regulations Calculation of blasting safety distance The data required are: K, a: The coefficient and attenuation index related to the topography and geological conditions between the blasting ...
The Hongshan road tunnels in Nanjing cross up the metro Line 1 tunnel, the closest distance between Hongshan road tunnels and subway tunnels is only 4.14 m. In order to ensure the safety of the subway structure during the Hongshan road tunnels group excavation blasting, the vibration of the subway tunnel was monitored real time. The monitoring results …
TABLE 1 PEAK PARTICLE VELOCITY LIMITSDistance from blasting site Maximum allowable peak . particle velocity1 ... has the option to use the graph shown in Figure A to limit peak particle velocity based upon the frequency of the blast vibration. ... TABLE 2 SCALED DISTANCE EQUATIONSDistance from Blasting Scaled Distance Equation . Site . 0 to 300 ...
The safety threshold of additional circumferential stress of pipeline in this experiment was 1.52 MPa, the safety control vibration speed of ground surface was 21.6 cm/s, the minimum value of safety proportional distance was 4.87 m kg −1/3, and the maximum allowable explosive quantity was 1.08 kg. The relevant conclusions can provide ...
Blasting vibration safety allowable standards(GB 6722–2014). Protection object Safe allowable mass vibration speed V (cm/s) ... In this paper, the blasting safety distance is determined according to the minimum allowable value of water shock wave pressure generated by underwater blasting. The existing literature does not give the threshold ...
89.310(b)(6) No activity of any nature other than that which is required for loading holes with explosives shall be permitted in a blast area. Drilling activity shall not be carried out within 100 feet of loading operations. Michigan OSHA 1976 Construction Safety Standards on this subject are identical to 29 CFR 1926.905(h) and (i).
[1] Jiang N and Zhou C B 2012 Blasting vibration safety criterion for a tunnel liner structure Tunn. Undergr. Sp. Tech. 32 52-7 Crossref; Google Scholar [2] Yu H T, Yuan Y, Yu G X et al 2014 Evaluation of influence of vibrations generated by blasting construction on an existing tunnel in soft soils Tunn. Undergr. Sp. Tech. 43 59-66 Crossref; Google Scholar [3] Shin J H, …
The vibration levels in no damage zone are taken as safe level of vibration, The threshold value of vibration for the safety of underground workings is recommended based on the RMR of the roof rock. It was also observed that the roof of underground roadways vibrated with 1.1–2.58 times higher amplitude of vibration compared to the pillars ...
Site 0 to 300 ft (91.4 m)Standard Table of Distance (see below) 301 to 5000 ft (92 m to 1524 m)W (lbs) = (d (ft)/55) or W (kg) = (d (m)/24.9) 5001 ft (1524 m) and beyondW (lbs) = (d (ft)/65) or W (kg) = (d (m)/29.4) Key: W = The maximum weight of explosives in pounds (or kilograms) that can be detonated per delay interval of 8 milliseconds or ...
The research results show that the safety allowable distance of blasting vibration is 30.0 m for 120 mm blasthole. The safety allowable distance of blasting shock wave is about 193 m, and the safety allowable distance of blasting noise is about 196.9 m. Compared with simultaneous initiation, millisecond delayed initiation can effectively reduce ...
This paper explores the hazard classification method of blasting vibration on nearby buildings. The ratio of the self-vibration frequency f 0 of the protected buildings to the main vibration frequency f of blasting vibration and the ratio of the actual measured peak blasting vibration velocity to the permissible vibration velocity of blasting safety regulations …
2 Safely Evaluation of Blasting Vibration According to the specific requirements of the environment and safely allowed to calculate the formula: V = K(Ql/3/R)a where V-----safety allowable vibration speed, cm/s ; K-----the coefficient associated with the medium and the blasting condition factor, when blasting the upper structure: K = 32. 1 ...
but as of 2000 the city has changed the criteria and raised the allowable vibration to a maximum PPV of 0.5 inches per second. Principle factors that affect ground vibration levels at a given point of interest are: • Weight of the explosive fired per delay period • Distance from blast to point of concern (house, cistern, etc.)