Study on dynamic response characteristics of reef limestone under underwater explosion and evolutionary patterns of carbon emissions

• Reduced detonation depth, increased distance, and lower water depth mitigate rock mass dynamic disturbance. • Higher charge boosts response but shows nonlinear imbalance in efficiency-carbon gains. • KMO-PCA identifies velocity as core regulatory factor for dynamic response. • Carbon-score clustering validates the criticality of blasting parameter optimization. • Carbon emissions formula derived from Sadovsky formula and emissions accounting model. In response to the threats posed by underwater explosions to the stability of island-reef engineering structures and coral reef ecosystems, this study investigates the dynamic response characteristics and carbon emission evolutionary patterns of reef limestone under underwater explosion loads through a multi-parameter coupling analysis method. Based on an equivalent model, 11 test cases were designed to analyze the time-history evolution characteristics of shock waves, velocity, and acceleration responses in reef limestone under varying explosion depths, explosive equivalents, water depths, and standoff distances. A comprehensive evaluation model was subsequently developed by integrating the KMO-PCA-clustering algorithm. The results demonstrate that: (1) Decrease in explosion depth, increase in standoff distance, and reduction in water depth were all found to weaken the dynamic disturbance of rock masses. Although increasing explosive equivalent enhances response intensity, the efficiency improvement demonstrates a nonlinear imbalance with carbon emissions; (2) Based on the KMO-PCA comprehensive evaluation index system, velocity was identified as the core regulatory factor of dynamic responses, with the S7 test case inducing the most severe dynamic disturbance on reef limestone; (3) Cluster analysis of carbon emissions-comprehensive scores verifies the dual benefits of blast parameter optimization in enhancing efficiency and reducing carbon emissions; (4) The carbon emission calculation formula derived from the Sadovsky formula and carbon emission accounting model provides theoretical support and practical references for blast-resistant design of island-reef protection engineering and optimization of green blasting technologies.

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Publication Details

Journal
Journal of Ocean Engineering and Science
Published
2025-12-01
DOI
https://doi.org/10.1016/j.joes.2025.12.006
Primary Topic
Structural Response to Dynamic Loads
Type
article
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article

Study on dynamic response characteristics of reef limestone under underwater explosion and evolutionary patterns of carbon emissions

Ruihong Wang, Wei Zhao, Jianping Wang, Yi Xianda et al.
Journal of Ocean Engineering and Science
Structural Response to Dynamic Loads
article

Study on dynamic response characteristics of reef limestone under underwater explosion and evolutionary patterns of carbon emissions

Ruihong Wang, Wei Zhao, Jianping Wang, Yi Xianda, Zeng Jingqi, Lan Xiuping
article en

Abstract

• Reduced detonation depth, increased distance, and lower water depth mitigate rock mass dynamic disturbance. • Higher charge boosts response but shows nonlinear imbalance in efficiency-carbon gains. • KMO-PCA identifies velocity as core regulatory factor for dynamic response. • Carbon-score clustering validates the criticality of blasting parameter optimization. • Carbon emissions formula derived from Sadovsky formula and emissions accounting model. In response to the threats posed by underwater explosions to the stability of island-reef engineering structures and coral reef ecosystems, this study investigates the dynamic response characteristics and carbon emission evolutionary patterns of reef limestone under underwater explosion loads through a multi-parameter coupling analysis method. Based on an equivalent model, 11 test cases were designed to analyze the time-history evolution characteristics of shock waves, velocity, and acceleration responses in reef limestone under varying explosion depths, explosive equivalents, water depths, and standoff distances. A comprehensive evaluation model was subsequently developed by integrating the KMO-PCA-clustering algorithm. The results demonstrate that: (1) Decrease in explosion depth, increase in standoff distance, and reduction in water depth were all found to weaken the dynamic disturbance of rock masses. Although increasing explosive equivalent enhances response intensity, the efficiency improvement demonstrates a nonlinear imbalance with carbon emissions; (2) Based on the KMO-PCA comprehensive evaluation index system, velocity was identified as the core regulatory factor of dynamic responses, with the S7 test case inducing the most severe dynamic disturbance on reef limestone; (3) Cluster analysis of carbon emissions-comprehensive scores verifies the dual benefits of blast parameter optimization in enhancing efficiency and reducing carbon emissions; (4) The carbon emission calculation formula derived from the Sadovsky formula and carbon emission accounting model provides theoretical support and practical references for blast-resistant design of island-reef protection engineering and optimization of green blasting technologies.

Journal of Ocean Engineering and Science
China Three Gorges University (CN)
Openalex Percentile: Top 60%
Structural Response to Dynamic Loads
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