###### Abstract
[PERSON] et al. proposed a prediction method for surface vibration effects of layered rock masses under high-pressure gas blasting. Through numerical simulation and analysis, the results demonstrate that high-pressure gas blasting can better control the blasting vibration effects in layered formations compared to explosives [17]. In a study on blast vibration frequencies, [PERSON] et al. introduced the medium damping term using LS-DYNA finite element software to numerically simulate vibration frequencies in blast vibrations. The research findings indicate that blast vibration frequencies fluctuate at localized discontinuities, with the dominant frequency decreasing as the distance from the blast center increases, while the average frequency consistently decreases with an increasing distance from the blast center [18]. [PERSON], extensively investigated three characteristic frequencies of blast vibrations and proposed methods for predicting dominant frequencies and blast vibration spectral curves based on particle displacement, velocity, and acceleration spectra, as well as frequency-based blast vibration control theories [19]. [PERSON], et al. introduced an analysis of average frequencies when studying the energy and frequency variations of blast sources under various initiation conditions [20]. [PERSON] et al. conducted model experiments to study the influence of joint fractures within rock masses on blast vibrations. The research results demonstrate that the inhibitory effect of joint fractures reduces the particle's dominant frequency and vibration velocity [21]. In studies of blast vibrations influenced by ground stress, [PERSON] et al. [22], through their research, suggest that in deep, high-ground stress environments, the transient unloading of rock during blasting excavation may lead to surrounding rock vibrations. [PERSON] et al., through numerical simulations, investigated the attenuation of the peak particle vibration velocity and stress distribution patterns under in situ stress. The research findings indicate alterations in the distribution patterns of blast stress and energy under in situ stress conditions. With an increasing distance from the blast center, the maximum peak vibration velocity is attained at the free surface, while the proportion of total energy carried by shock waves within the rock mass is significant, yet the proportion of effective energy is relatively small [23; 24]. [PERSON] et al. studied the effects of blasting vibrationsin high-ground stress environments, where blasting vibrations alter the surrounding rock pressure, leading to cumulative damage to the surrounding rock, thereby affecting the safety and stability of underground tunnels [25; 26]. [PERSON] et al. established a three-dimensional numerical model for fan-shaped borehole blasting in deeply buried ore bodies. The results demonstrate that the influence of ground stress on the surrounding rock is minimal in the vicinity of the blast holes, primarily experiencing compressive and shear effects. In the far-field zone, the peak blast stress decreases with increasing ground stress, indicating a greater impact of ground stress [27]. In summary, a systematic study of blasting vibrations can promptly identify and address potential safety hazards, minimize environmental impacts, and ensure the safety and quality of engineering projects. This paper utilizes software such as SolidWorks2021, ANSYS/LS-DYNA19.0, to establish complex underground tunnel models, employing the FEM-SPH algorithm to simulate mining blasting processes under in situ stress conditions. Combined with vibration data collected from blasting sites, this study investigates the impact of blasting vibrations on nearby tunnels. This research can enhance the understanding of vibration wave propagation patterns under complex conditions, providing theoretical support for underground blasting projects, and holds significance for blasting safety engineering.