A study on the evaluation of influences of blastingvibration on buildings
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A Study on the Evaluation of Influences of Blasting Vibration on BuildingsWU Ding-hong1, XIE Quan-min2(1 China Three Gorges University Geo-hazards Institute, Yichang 443002, P.R.China2 School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan 430070, P.R.China)Abstract: Based on data observed in the blasting vibration test of the K107+157~268 road slope and K107+730~816 road slope of Hurongxie Expressway, an empirical formula for the blast vibration is obtained after the treatment of mathematical regression analysis. The vibration velocity of buildings at the different distance is calculated with this formula. With reference to the permissible safety vibration velocity standards of different buildings during blast, the safety condition of civil buildings near the blasting area is evaluated. Safety distances of the blasting vibration for different buildings are also given. All these help to ensure the blasting engineering goes smoothly. The research achievements of the paper can also serve as reference to similar projects.Key words: blasting vibration; buildings; safety evaluation1 INTRODUCTIONWith the rapid development of the national economic construction, the technology of blasting is playing an increasingly important role in water conservancy and hydropower, road traffic, the development and utilization of underground space, construction of nuclear power plants and nuclear waste disposal, underground military bunker protection and other infrastructure construction, is playing an increasingly important role. It not only speeds up the project's construction but also spares cost savings in the construction with obvious technical and economic effects. However, due to the complex blasting environment, the immature blasting theory and the unreasonable blast control measure, a number of hazards are observed, including blasting vibration, blasting flying rocks, air shock, noise, gun smoke and dust. All these have caused certain harm to the environment. For example, blasting vibrations lead up to structural damage, deformation and instability, rock cracking and landslides. Especially damage caused by blasting vibration to nearby buildings invites attention from the whole society due to its universality and complexity and its close relationship with civil disputes. During blasting, people always try to avoid the adverse effects blasting vibration on the environment and the construction nearby. In order to achieve this purpose, it is very important to study the regular pattern of blast vibration, to analyze the structural response and to determine the structural damage or injury. Based on the blasting data obtained from Hurongxie Expressway K107+157~268 road Slope and K107+730~816 road slope, a study on the pattern of spread of the blasting vibration is performed. In reference to the permissible blasting vibration speed regulated in the national Safety Regulations for Blasting (GB6722-2003) for different type of buildings, the safety of the building around the blasting areas is evaluated in this paper so as to serve as reference to the safe implementation of the blasting project and to avoid civil disputes.2 BLASTING EXCAVATION AND VIBRATION TEST2.1 The general situation of the blasting excavation Hurongxie Expressway K107+157~268 road Slope and K107+730~816 road Slope are all-weathered limestone, in bedding structure with rock fracture development. For slope rock blasting, hand-held rock drill drilling is used. The bore diameter is 40 mm, with hole depth of 2~3 m and hole spacing of 2.0~2.5 m. The resistance line is1.5~2.0 m, and the unit explosives consumption is 0.35~0.45 kg/m3. The initiation is of the type of multi-holes-in-pattern millisecond delay initiation with use of 5 segments of non-conductive blast pipe. Ammonium antimony explosives and emulsion explosives in bags are used. The charging structure is successive charge. The blasting powder quantity for the biggest section is 94.5 Kg.2.2 Vibration testTwo tests in the blasting area around the K107+157~268 road Slope are performed, establishing 2 measuring lines with 8 testing points on each line(2 horizontal and vertical sensors are laid at each measuring point and there are 16 sensors altogether). 3 tests are performed in the blasting area of the K107+730~816 road slope, establishing 3 measuring lines with 8 testing points on each line(2 horizontal and vertical sensors are laid at each measuring978-1-4244-7739-5/10/$26.00 ©2010 IEEEpoint and there are 16 sensors altogether).Vibration measuring points are established according to the principle of “the nearer to the blast source, the thicker”. The measuring point layout diagram is as shown in Figure 1. K107+15 ~268 of the Slope and K107+730~816 of the slope area blasting vibration test data are shown in Table 1 and Table 2.Figure 1 Measuring point layout diagramTable 1 The test data of blasting vibration Vertical vibration velocityBlasting area BlastingnumberTestpointsStraight line distance fromthe blasting area˄m˅Maximum charge˄Kg˅Vertical velocity˄cm/s˅Frequency˄Hz˅K107+157~268 blasting area 11 25.00 73.5 6.84141.6672 32.91 73.5 4.45341.6673 39.81 73.5 2.73148.0774 50.13 73.5 2.46232.8955 58.05 73.5 1.26344.6436 71.02 73.5 1.22044.6437 77.56 73.5 0.81532.8958 83.84 73.5 0.73841.667 21 25.01 73.5 7.38865.7892 32.91 73.5 6.38373.5293 39.81 73.5 3.62939.0634 50.13 73.5 1.89562.5005 58.05 73.5 1.59548.0776 71.02 73.5 1.10944.6427 77.56 73.5 1.76148.0778 83.84 73.5 0.84632.895K107+730~816 blasting area 11 38.38 52.5 2.21339.0632 49.18 52.5 2.37032.8953 63.43 52.5 1.61041.6674 73.02 52.5 1.35039.0635 94.22 52.5 0.71241.6676 102.32 52.5 0.36741.6677 46.58 52.5 0.33531.2508 58.40 52.5 0.23829.762 21 38.38 52.5 2.40141.6672 49.18 52.5 1.65336.7653 63.43 52.5 1.38632.8954 73.02 52.5 0.99336.3765 94.22 52.5 0.77141.6776 102.32 52.5 0.74929.7627 46.58 52.5 0.73941.6678 58.40 52.5 0.53534.722 31 15.72 73.5 17.52610.4202 26.52 73.5 13.38136.7653 40.77 73.5 3.87648.0774 50.36 73.5 3.05932.5535 71.56 73.5 1.87347.6436 79.66 73.5 0.69136.7657 46.58 73.5 2.41936.7658 58.40 73.5 1.45632.553Table 2 The test data of blasting vibration Horizontal vibration velocityBlasting area Blasting numberTest points Straight line distance from the blasting heart ˄m ˅ Maximum charge ˄Kg ˅ Horizontal velocity ˄cm/s ˅ Frequency ˄Hz ˅K107+157~268 blasting area11 25.007 73.5 8.457 36.7642 32.908 73.5 5.316 44.643 3 39.806 73.5 4.226 44.6434 50.127 73.5 2.769 41.667 5 58.052 73.5 1.742 36.7656 71.020 73.5 1.304 41.667 7 77.563 73.5 0.749 36.7658 83.841 73.5 0.595 44.64321 25.007 73.5 7.270 65.7892 32.908 73.5 4.945 73.5293 39.806 73.5 3.916 41.6674 50.127 73.5 2.490 39.063 5 58.052 73.5 2.905 36.7656 71.020 73.5 2.289 41.667 7 77.563 73.5 1.549 36.7658 83.841 73.5 1.247 44.643K107+730~816 blasting area11 38.376 52.5 3.829 52.0832 49.183 52.5 3.014 36.764 3 63.426 52.5 2.021 41.677 4 73.022 52.5 1.240 41.677 5 94.215 52.5 0.878 36.7656 102.324 52.5 0.620 41.677 7 46.576 52.5 1.539 32.8958 58.402 52.5 1.011 41.667 21 38.376 52.5 2.727 41.6772 49.183 52.5 1.770 52.083 3 63.426 52.5 1.221 32.8954 73.022 52.5 0.822 44.643 5 94.215 52.5 0.661 32.8956 102.324 52.5 0.504 41.667 7 46.576 52.5 1.409 27.1748 58.402 52.5 1.021 41.667 31 15.716 73.5 13.644 11.3642 26.523 73.5 8.514 44.643 3 40.766 73.5 4.724 39.063 4 50.362 73.5 2.446 36.765 5 71.555 73.5 0.888 36.765 6 79.664 73.5 0.654 41.667 7 46.576 73.5 2.683 44.6438 58.402 73.5 1.597 44.6433 ANALYSIS OF THE BLASTING VIBRATION TRANSMISSION RULES3.1 The attenuation law of the blasting earthquake wave According to the National Safety Regulations for Blasting and study achievements at home and abroad, the following empirical formula [1,2] is generally adopted as blasting vibration transmission and attenuation law ααρK R Q K V =¸¸¹·¨¨©§=3 (1) In the formula above: v refers to the blasting vibration velocity, cm / s ; K refers to coefficient related with factors such as geology conditions and blasting method; Į refers to seismic wave attenuation coefficient related with geological conditions; Q is the explosive quantity used forthe longest section for initiation corresponding to theV -value, Kg ; R is the straight line distance between a measuring point and the blasting heart, m ; ȡ is the proportion of explosives. 3.2 Regression analysisa. The K107+157~268 road slope blasting zoneFor the vertical velocity, k =183.78, Į= 1.7895, the correlation coefficient r 0.921, linear relationship is significant, the empirical formula for the blasting vibration rate is7895.1378.183¸¸¹·¨¨©§=⊥R Q v (2)For the horizontal velocity, k =188.19, Į=1.7315, the correlation coefficient r 0.936, linear relationship issignificant. The empirical formula for blasting vibration rate is7315.13//19.188¸¸¹·¨¨©§=R Q v (3)b. The K107 +730 ~ 816 road slope blasting zoneFor the vertical velocity, k =148.56ˈĮ1.7532, the correlation coefficient r =0.921, the linear relationship is significant. The empirical formula of the blasting vibration rate is7352.1356.148¸¸¹·¨¨©§=⊥R Q v (4)For the level speed, k =158.89ˈĮ=1.7326, the correlation coefficient r =0.936, the linear relationship is significant. The empirical formula for blasting vibration speed is7326.13//89.158¸¸¹·¨¨©§=R Q v (5)4 INFLUENCING EVALUATION OF BLASTING VIBRATION ON THE BUILDINGS 4.1 Safety evaluation criteriaAccording to the national Safety Regulations for Blasting (GB6722-2003), for the evaluation of vibration influence of blasting on different types of buildings, different securitystandards should be adopted. The vibration speed and master frequency at the place of the building should be used for evaluation of blast vibration of the building. In accordance with the national Safety Regulations for Blasting (GB 6722-2003), the permissible blasting vibration safety standards for several buildings is as shown in Table 3.Table 3 The permissible safety standards of influence of blasting vibration on buildingsNumberStructural type of buildingsSafety vibration velocity ˄cm/s ˅<10Hz 10Hz ~50Hz 50Hz ~100Hz1 Soil house, rubble building, cave-house 0.5~1.0 0.7~1.2 1.1~1.5 2 General brick house 2.0~2.5 2.3~2.8 2.7~3.03 Reinforced concrete house 3.0~4.0 3.5~4.5 4.2~5.04 General antique building and historic site 0.1~0.3 0.2~0.4 0.3~0.5 5 Hydraulic tunnel 7~154.2 The influence evaluation of blasting vibration on buildingsPlease see Table 4 for the structural type of buildings and their distance from the K107+157~268 road slope blasting zone, For the structural type of buildings and their distance from The K107+730~816 road slope blasting zone, please see Table Since throughout the construction period the explosives amount used for a segment is 94.5Kg , and according to the distance between the building and the blasting area and the above formula (2) to (5), the vibration velocity value of various buildings when the maximum amount of explosives is used for blasting can be figured out(see table 4). Then according to the permissible safety standards of buildings set out in the Safety Regulations for Blasting (GB 6722-2003) (see Table 3), the evaluation results of influences of blasting vibration on the buildings can be derived (see Table 4).Table 4 The safety evaluation results of influences of blasting on buildings(vibration frequency>10Hz )Blasting area NumberStructural type of buildings Straight line distance from the blasting area ˄m ˅Calculation value of verticalvibration velocity ˄cm /s ˅Horizontal vibration velocity ˄cm /s ˅Evaluation resultsK107+157~268 blasting area1 Soil house 139.315 0.404 0.504 Safe2 Soil house 130.228 0.455 0.566 Safe3 Brick house 116.328 0.557 0.689 Safe4 Soil house 124.881 0.491 0.610 Safe5 Brick house 105.036 0.669 0.822 Safe 6 Soil house 120.282 0.525 0.650 Safe7 Brick house 164.347 0.300 0.379 SafeK107+730~816 blasting area1 Brick house 116.872 0.503 0.575 Safe 2 Brick house 92.498 0.757 0.862 Safe 3 Soil house 85.524 0.869 0.987 Safe 4 Brick house 87.363 0.837 0.952 Safe5 Brick house 162.312 0.283 0.325 Safe6 Brick house 150.2210.3260.374Safe4.3 permissible safety distances for blast vibration According to the permissible safety vibration velocity value for soil house, brick building and reinforced concrete building (see Table 3), the permissible safety distance for these three types of building can be calculated by means of the above formula (2) to (5).In the K107+157~268 slope blasting zone:a. For soil house: the permissible safety distance during blasting vibration [R] = 84m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg.b. For brick buildings: the permissible safety distance during blasting vibration [R] = 50m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg;c. For reinforced concrete building: the permissible safety distance during blasting vibration [R] = 39m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg.In the K107+730~816 slope blasting zone:a. For soil house: the permissible safety distance during blasting vibration [R] = 81m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg.b. For brick buildings: the permissible safety distance during blasting vibration [R] = 48m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg;c. For reinforced concrete building: the permissible safety distance during blasting vibration [R] = 36m. That is to say, soil house beyond this distance would not be influenced by the blast vibration when the maximum explosive quantity used for a segment is 94.5Kg.REFERENCESGB6722-2003 Safety Regulations for Blasting. Beijing: China Standard Press, 2004Y.C. Gu. Construction and Safety of Blasting Engineering. Beijing: China Metallurgical Industry Press, 2004Y.L. Yu. Theory and Technology of Engineering Blasting. Beijing: China Metallurgical Industry Press, 2004Q.H. Qian, S.Y. Chen. 2004. Blasting Vibration Effect. Chinese Journal of Blasting, 21(2):1-5H.T. Xu, W.B. Lu. 2002. Advance on Safety Criteria for Blasting Vibration. Chinese Journal of Blasting, 19(3):8-10. Q.M. Xie, Y.Y. Xia. 2003. Study on blasting vibration control of creep mass slope of Longtan hydropowerstation. Chinese Journal of Rock Mechanics andEngineering, 22(11):1929-1932.W.D. Yang, G.J. Fan.2007. Control of vibration of underground chamber at a hydropower station. Chinese Journal of Blasting,,24(1):87-90。