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September 10, 2025Journal of Physics Conference SeriesOpen Access

Evaluating the Effect of a Combined Blasting Vibration Reduction Method for Shallow Buried Drill-and-Blast Tunnel: a Case Study

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Authors

YHYunmi HuangHefei University of Technology ZWZheng WangNanjing Forestry University ZCZhen CuiInstitute of Rock and Soil Mechanics

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Implication

This case study demonstrates a 63% reduction in blasting vibration for tunnel construction, highlighting advanced numerical simulation and real-time monitoring.

Key Points

Achieving a reduction in peak particle velocity to below 2.0 cm/s improves safety in urban tunnel projects.
The new method integrated frequency-spectrum analysis, outperforming traditional techniques and enhancing vibration control.
Dynamic stress waves were systematically optimized through innovative multiple parameters, showcasing significant efficiency.
This approach provides a replicable framework for future tunnel projects in vibration-sensitive areas, ensuring construction safety.

Cite This Study

Huang et al. (2025) studied this question.

synapsesocial.com/papers/68c189d29b7b07f3a061349f https://doi.org/10.1088/1742-6596/3095/1/012034

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Implication

This case study demonstrates a 63% reduction in blasting vibration for tunnel construction, highlighting advanced numerical simulation and real-time monitoring.

Evaluating the Effect of a Combined Blasting Vibration Reduction Method for Shallow Buried Drill-and-Blast Tunnel: a Case Study

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Member takes

Implication

Key Points

Cite This Study

Evaluating the Effect of a Combined Blasting Vibration Reduction Method for Shallow Buried Drill-and-Blast Tunnel: a Case Study

Discussion

Member takes

Implication

Key Points

Cite This Study

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