Bill Hamlin, Vice President-Aggregate Operations
We recently received a great question about the potential effects of repetitious blasting over a long period of time to nearby structures. The U.S. Bureau of Mines, Minerals and Safety has studied this issue extensively. Studies have shown that normal environmental stresses far exceed the effects from brief, repetitious blast vibration sources at safe levels. These studies were conducted under extreme conditions far exceeding what occurs in a quarry operation. (see my entry on blasting from September). Typically, blasts are conducted once every 7 to 10 days and last seconds. To compare, below is an excerpt from the report that Sauls Seismic prepared for Boxley addressing the questions and concerns about this topic:.
REPETITIOUS BLASTING AND DAMAGE POTENTIAL
The effects of repetitious blasting are another common concern, and have also been studied. In one case, a house was constructed in the path of an advancing surface coalmine. The structure was subjected to more than 600 blasts over a period of 2 years, with ground vibration levels as high as 6.94 IPS (RI-8896). This study also measured strain levels in the structure due to normal environmental factors (temperature & humidity changes, wind, etc.) and human activity.
These normal factors were found to result in strains and movements equivalent to those produced by ground vibrations of 1.2 IPS, or more (as high as 3 IPS where a strain gage bridged a crack). Structures in other climates or other soil conditions can experience even greater normal, environmental strains. It was found that house superstructures are continuously subjected to environmental stresses comparable to blast effects up to about 0.5 IPS. Other studies have found human activity or environmental stress to result in local stresses equivalents to vibration of 8.0 IPS, or more.
After the study, the structure was mechanically shaken to induce fatigue cracking in the sheetrock walls. The first fatigue crack occurred appeared after 56,000 cycles, and was equal to blast generated vibrations of 0.5 IPS, twice per day, for 28 years. The obvious conclusion is that normal environmental stresses far exceed effects from brief, repetitious blast vibrations sources at safe levels.
In another study, a test structure with sheet rock walls was subjected to typical quarry blast vibration simulations levels of 0.10 IPS, 0.5 IPS, 1.0 IPS, 2.0 IPS, 4.0 IPS, 8.0 IPS, and 16.0 IPS. Each simulation level was run once, then 5 times, 10 times, 50 times, 100 times, and 500 times, inspected after each run, and then progressed to the next higher vibration level. No damage (sheet rock cracks) occurred until the 6th run at 4.0 IPS (5 simulations at 4.0 IPS, and 2664 simulations below 4.0 IPs preceded this.)





