Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting
In order to effectively reduce the disturbance of the precrack blasting vibration on slope rock mass, except paying attention to the damping effect of the precrack, it is also necessary to optimize the blasting parameters and initiation mode of the precrack itself. Based on the blasting theory and e...
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| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2021/5403969 |
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| author | Jun Ma Xianglong Li Jianguo Wang Zihao Tao Ting Zuo Qiang Li Xiaohua Zhang |
| author_facet | Jun Ma Xianglong Li Jianguo Wang Zihao Tao Ting Zuo Qiang Li Xiaohua Zhang |
| author_sort | Jun Ma |
| collection | DOAJ |
| description | In order to effectively reduce the disturbance of the precrack blasting vibration on slope rock mass, except paying attention to the damping effect of the precrack, it is also necessary to optimize the blasting parameters and initiation mode of the precrack itself. Based on the blasting theory and empirical formula, the parameters of presplitting blasting such as the hole diameter, hole spacing, charge decoupling coefficient, and line charge density were determined, and field tests of conventional pre-splitting blasting and presplitting blasting with precise delay and hole-by-hole initiation were carried out on the west slope of Buzhaoba. Regression analysis was carried out on the vibration monitoring data, and the blasting vibration attenuation regularity of slope particles was obtained. By comparing the monitored vibration velocity of the two presplitting blasting tests and the forecast results of theoretical calculation, the average reduction rate of the conventional same row blasting vibration is 26.40%, while that of the hole-by-hole blasting vibration can reach 41.45% with a half hole rate of 80.7% and an irregularity of about 130 mm. Results show that the effect of precise delay initiation between preholes based on the digital electronic detonator is better than that of the simultaneous initiation of preholes. Therefore, it is suggested that the hole-by-hole presplitting blasting technology should be applied in the excavation of boundary slope and the treatment of high and steep slope. |
| format | Article |
| id | doaj-art-600e30769bd14bcbb5cfe987c2ab9a50 |
| institution | Kabale University |
| issn | 1468-8115 1468-8123 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Geofluids |
| spelling | doaj-art-600e30769bd14bcbb5cfe987c2ab9a502025-02-03T05:45:28ZengWileyGeofluids1468-81151468-81232021-01-01202110.1155/2021/54039695403969Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting BlastingJun Ma0Xianglong Li1Jianguo Wang2Zihao Tao3Ting Zuo4Qiang Li5Xiaohua Zhang6College of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaCollege of Land and Resources Engineering, Kunming University of Science and Technology, Kunming, 650093 Yunnan, ChinaIn order to effectively reduce the disturbance of the precrack blasting vibration on slope rock mass, except paying attention to the damping effect of the precrack, it is also necessary to optimize the blasting parameters and initiation mode of the precrack itself. Based on the blasting theory and empirical formula, the parameters of presplitting blasting such as the hole diameter, hole spacing, charge decoupling coefficient, and line charge density were determined, and field tests of conventional pre-splitting blasting and presplitting blasting with precise delay and hole-by-hole initiation were carried out on the west slope of Buzhaoba. Regression analysis was carried out on the vibration monitoring data, and the blasting vibration attenuation regularity of slope particles was obtained. By comparing the monitored vibration velocity of the two presplitting blasting tests and the forecast results of theoretical calculation, the average reduction rate of the conventional same row blasting vibration is 26.40%, while that of the hole-by-hole blasting vibration can reach 41.45% with a half hole rate of 80.7% and an irregularity of about 130 mm. Results show that the effect of precise delay initiation between preholes based on the digital electronic detonator is better than that of the simultaneous initiation of preholes. Therefore, it is suggested that the hole-by-hole presplitting blasting technology should be applied in the excavation of boundary slope and the treatment of high and steep slope.http://dx.doi.org/10.1155/2021/5403969 |
| spellingShingle | Jun Ma Xianglong Li Jianguo Wang Zihao Tao Ting Zuo Qiang Li Xiaohua Zhang Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting Geofluids |
| title | Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting |
| title_full | Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting |
| title_fullStr | Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting |
| title_full_unstemmed | Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting |
| title_short | Experimental Study on Vibration Reduction Technology of Hole-by-Hole Presplitting Blasting |
| title_sort | experimental study on vibration reduction technology of hole by hole presplitting blasting |
| url | http://dx.doi.org/10.1155/2021/5403969 |
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