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Application of Time-frequency Analysis of Blasting Vibration of Underground Cavern based on CEEMDAN-INHT
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Miao SUN1, 2a, Li WU2a, 2b, Jun-kai YANG3
Blasting | 2024, 41(1) : 14 - 20
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Blasting | 2024, 41(1): 14-20
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Application of Time-frequency Analysis of Blasting Vibration of Underground Cavern based on CEEMDAN-INHT
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Miao SUN1, 2a, Li WU2a, 2b, Jun-kai YANG3
Affiliations
  • 1.College of Environment and Engineering, Hubei Land Resources Vocational College, Wuhan 430090, China
  • 2a.Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education, China University of Geosciences, Wuhan 430074, China
  • 2b.Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
  • 3.Wuhan Huazhong University of Science and Technology Architectural Planning and Design Institute Co., Ltd., Wuhan 430070, China
Published: 2024-03-01 doi: 10.3963/j.issn.1001-487X.2024.01.003
Outline
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The seismic wave signal acquisition will result in the mixed noise in the measured signal due to the monitoring environment, test system and other factors, and the existence of noise will lead to the distortion of the time-frequency analysis results of the signal Hilbert-Huang Transform. There are two reasons. One is that the empirical mode decomposition (EMD) algorithm will obtain the intrinsic mode function (IMF) component with modal confusion phenomenon when processing the blasting seismic wave signal containing noise; The other reason is that because the Hilbert transform is constrained by the Bedrosian theorem, which will produce negative instantaneous frequencies when dealing with modal confusion components. These lead to huge analytical errors. In order to obtain real blasting vibration properties, HHT should be improved. Complete ensemble empirical mode decomposition with adaptive noise (CEEMDAN) can be obtained by adding adaptive noise signal to EMD. Then normalized Hilbert transform is performed on the IMF obtained by CEEMDAN, and an improved normalized Hilbert transform (INHT) is obtained. Through the above two steps, the CEEMDAN-INHT time-frequency analysis algorithm can be established. In order to verify that the algorithm can effectively improve the time-frequency analysis accuracy of the noise-containing blasting seismic wave vibration signal, a comparative study on the time-frequency analysis of the HHT and CEEMDAN-INHT noise-containing simulated vibration signals is carried out. Finally, CEEMDAN-INHT is used in the time-frequency analysis of blasting seismic wave signals in an underground cavern, and it is found that the algorithm can effectively overcome the inherent mode confusion of EMD, and at the same time obtain the time-frequency-energy characteristic parameters reflecting the real blasting vibration attributes. It is of practical significance to carry out resonance analysis of blasting excavation in caverns from the perspective of frequency and energy, and to realize blasting seismic wave hazard control.

blasting seismic wave signal  /  empirical mode decomposition  /  hilbert transform  /  intrinsic mode function
Miao SUN, Li WU, Jun-kai YANG. Application of Time-frequency Analysis of Blasting Vibration of Underground Cavern based on CEEMDAN-INHT[J]. Blasting, 2024 , 41 (1) : 14 -20 . DOI: 10.3963/j.issn.1001-487X.2024.01.003
  • National Natural Science Foundation of China(41672260)
  • Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education(202215)
  • Hubei Provincial Department of Education Science Research Program Guidance Project(B2022602)
Year 2024 volume 41 Issue 1
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.01.003
  • Receive Date:2022-06-29
  • Online Date:2026-03-20
  • Published:2024-03-01
Article Data
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History
  • Received:2022-06-29
Funding
National Natural Science Foundation of China(41672260)
Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education(202215)
Hubei Provincial Department of Education Science Research Program Guidance Project(B2022602)
Affiliations
    1.College of Environment and Engineering, Hubei Land Resources Vocational College, Wuhan 430090, China
    2a.Engineering Research Center of Rock-Soil Drilling & Excavation and Protection, Ministry of Education, China University of Geosciences, Wuhan 430074, China
    2b.Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
    3.Wuhan Huazhong University of Science and Technology Architectural Planning and Design Institute Co., Ltd., Wuhan 430070, China

Corresponding:

WU Li (1963-), male, professor, doctoral supervisor, mainly engaged in researching geotechnical and blasting engineering, (E-mail) .
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
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占总种数比例
Percentage of
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种数
Number of
species
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Percentage of total
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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