Evidence map›Paper›PMID 42151357›Full record

ArticleScientific reports2026

Prediction method of blasting vibration velocity of high slope based on bayes.

Xiangzhao Deng, Junli Nie, Zhen Lei, Beibei Zhang, Junhao Chen, Xijiang Zhang

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Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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6 authors.

Xiangzhao DengCollege of Resources and Environmental Engineering, Guizhou University, Guiyang, 550025, China.
Junli NieKey Laboratory of Karst Environment and Geohazard, Ministry of Land Resources, Guizhou University, Guiyang, 550025, China. 38240493@qq.com.
Zhen LeiInstitute of Mining Engineering, Guizhou Institute of Technology, Guiyang, 550025, China.
Beibei ZhangCollege of Architectural Science and Engineering, Guiyang University, Guiyang, 550025, China.
Junhao ChenKey Laboratory of Karst Environment and Geohazard, Ministry of Land Resources, Guizhou University, Guiyang, 550025, China.
Xijiang ZhangCollege of Resources and Environmental Engineering, Guizhou University, Guiyang, 550025, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Accurate prediction of blasting vibration velocity and effective control of vibration-induced hazards remain key challenges in blasting engineering. Using monitoring data from a high-slope blasting project in the Pan Nan 2 × 660 MW low-calorific-value coal comprehensive utilization power generation project, this study develops a Bayesian dynamic updating model for peak particle velocity (PPV) prediction based on the classical Sadovsky formula. Unlike conventional static regression approaches with fixed parameters and limited datasets, the proposed method treats the model parameters K and α as random variables and updates their posterior distributions through a Bayesian inference framework as new monitoring data become available. This enables continuous adaptation to complex geological conditions, including joints, faults, weathered zones, and topographic variability, as well as variations in charge configuration and wave propagation characteristics. Results show that as blasting data accumulate, the posterior distributions of the parameters gradually converge, significantly improving model accuracy and robustness. During the updating process, the coefficient of determination (R²) increases from 0.31 to 0.98, while the root mean square error (RMSE) decreases from 3.38 to 1.18. Independent validation using subsequent monitoring data further confirms the model's stability and generalization capability, with an R² of 0.97 and an RMSE of 0.5. In comparison, the traditional Sadovsky regression model shows considerably lower performance, with an R² of - 0.04 and an RMSE of 3.24. The results demonstrate that the proposed Bayesian framework effectively integrates new observations, continuously refines model parameters, and significantly enhances prediction accuracy and reliability. This method provides a robust and adaptive tool for blasting vibration prediction and safety control in complex geological environments, with strong potential for real-time engineering applications.

Indexed as

BayesianDynamic updateHigh slope blastingPPV prediction model

Identifiers

PMID42151357
PMCPMC13376169

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