A feature importance-based intelligent method for controlling overbreak in drill-and-blast tunnels via integration with rock mass quality

被引:3
作者
Liu, Yaosheng [1 ]
Li, Ang [1 ]
Wang, Shuaishuai [2 ]
Yuan, Jiang [2 ]
Zhang, Xia [3 ]
机构
[1] Changan Univ, Sch Highway, Xian 710064, Peoples R China
[2] CCCC Second Highway Engn CO Ltd, Xian, Peoples R China
[3] Shaanxi Coll Commun Technol, Xian, Peoples R China
关键词
Tunnel blasting; Overbreak; Feature importance; Parameter optimization; Metaheuristic algorithms; PREDICTION; OPTIMIZATION; CLASSIFICATION; ABSORBER; STRENGTH;
D O I
10.1016/j.aej.2024.09.084
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Optimizing blasting parameters is of paramount importance in minimizing overbreak during tunneling. Hence, this paper proposed an intelligent approach, which integrates separate parameter optimization based on varying rock mass qualities, with the objective of reducing overbreak. This novel intelligent method constructs a comprehensive model with three distinct functions, which can provide precise overbreak prediction, analyze the mechanisms by which input parameters influence overbreak, and integrate feature importance into the blasting parameters optimization process. First, the hyperparameters of seven tree-based algorithms were optimized using the Sparrow Search Algorithm (SSA), and the best predictive model was selected by comparing various performance metrics. Then, the importance and influencing mechanisms of input features on overbreak were revealed through the utilization of the Shapley Additive Explanation. Subsequently, interactions among crucial parameters were investigated, and their design values were recommended. Finally, a novel parameter optimization method was employed to reduce overbreak, which combines the conclusions drawn from the importance analysis of input features with SSA through three key steps: modification of the initial position, expanding the search scope, and neighborhood perturbation. Compared to the unimproved methods, the proposed approach can significantly reduce post-blast overbreak areas in different sections of the tunnel by 12.8 % and 16.4%, respectively.
引用
收藏
页码:1011 / 1031
页数:21
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