Influence of Seismic Source Parameters on the Excitation Wavelet in Seismic Explorations Based on Numerical Simulation

Author:

Qiu Ruohua123,Dong Zhaoxing1ORCID,Qi Yanjun1,Wang Yanhui4,Xie Lidong1,Liu Honghua23

Affiliation:

1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China

2. Qingdao Geological Engineering Survey Institute, Qingdao 266100, China

3. Key Laboratory of Urban Geology and Underground Space Resources, Shandong Provincial Bureau of Geology & Mineral Resources, Qingdao 266100, China

4. Zhengzhou Urban Planning Design & Survey Research Institute, Zhengzhou 450052, China

Abstract

Explosives are the most common seismic source in seismic explorations, whose excitation effect is closely associated with their properties, weight, buried depth, and charging constitution. This study analyzes the influence of seismic source parameters on the features of the explosion wavelet. The explosion process of the seismic source in marine carbonate is numerically simulated with the finite element software LS-DYNA. We consider three parameters, including buried depth, charge weight, and decoupling coefficient. To verify the simulation outcomes, we also carry out field observations. The appropriate buried depth of the explosive should be determined according to stratum lithology. As the charge weight increases, low-frequency energy of the source wavelet increases rapidly. The optimum charge weight is 16–18 kg, and the ideal charging structure is in a concentrated, short-column shape. Compared with the buried depth and charge weight, the decoupling coefficient shows more noticeable influence on the excitation effect of the source wavelet, and the optimum coefficient lies between 2.5 and 3. The results of this study may provide reference data for designing explosion parameters in field seismic explorations.

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Study on calcareous sand treated by MICP in different NaCl concentrations;European Journal of Environmental and Civil Engineering;2022-10-04

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