Analysis of vibration signals near ground surface during blasting excavation of a tunnel in fractured rock

Zuhua Deng; Junyu Meng; Yongfeng Deng; Junjun Ni; Daicheng Ye

doi:10.1038/s41598-024-73089-1

Analysis of vibration signals near ground surface during blasting excavation of a tunnel in fractured rock

Sci Rep. 2024 Sep 19;14(1):21909. doi: 10.1038/s41598-024-73089-1.

Authors

Zuhua Deng^{1

2}, Junyu Meng^{1

2}, Yongfeng Deng^{1

2}, Junjun Ni^{3

4}, Daicheng Ye⁵

Affiliations

¹ Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 211189, China.
² Jiangsu Key Laboratory of Low Carbon and Sustainable Geotechnical Engineering, Southeast University, Nanjing, 211189, China.
³ Institute of Geotechnical Engineering, School of Transportation, Southeast University, Nanjing, 211189, China. nijunjun@seu.edu.cn.
⁴ Jiangsu Key Laboratory of Low Carbon and Sustainable Geotechnical Engineering, Southeast University, Nanjing, 211189, China. nijunjun@seu.edu.cn.
⁵ Xiamen R&B BAICHENG Co., Ltd, Xiamen, 361008, China.

PMID: 39300160
DOI: 10.1038/s41598-024-73089-1

Abstract

This study aims to analyze the vibration signals near the ground surface due to the underneath drilling and blasting activities in a fissured rock tunnel. Blasting induced vibration on the ground surface was continuously monitored in a fissured rock tunnel drilling and blasting excavation project in field. Wavelet packet analysis of the vibration signals using Matlab was carried out for signal denoising, differential blasting delay time interval identification, and three-way time-frequency energy analysis. The results show that within a 30 m range from the palm face, the dominant frequency bands of blasting-induced vibrations on the ground surface were concentrated in the range of 0-130 Hz. Two prominent peak frequency bands were identified at 31.25-39.063 Hz (low-frequency band) and 93.75-101.56 Hz (high-frequency band), accounting for 12% of the total energy. Among the three directions of ground surface vibrations, the energy decay was the most significant in the x-direction (tunnel excavation direction), which amounted to 54.29% of the overall energy decay with increasing distance. The energy decay within the 50-80 Hz range was the most pronounced (more than 90%), when the angle between the vibration propagation direction and the fissure or joint direction was 75°. The conclusions provide the insights in the attenuation of blast-induced vibrations in fissured rock and can potentially assist in the design of blasting vibration control.

Keywords: Blasting vibration; Energy decay; Fractured rock tunnel; Frequency-energy distribution; Wavelet analysis.

Abstract

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