陈晓祥, 任俊龙,等.基于组合赋权法和响应面法的巷道围岩钻孔卸压参数优化研究[J].河南理工大学学报（自然科学版）,2026,45(1):60-69.

CHEN X X, REN J L,et al.Optimization of borehole drilling and stress relief parameters for tunnel surrounding rock mass based on combination weighting and response surface methods[J].Journal of Henan Polytechnic University(Natural Science) ,2026,45(1):60-69.

基于组合赋权法和响应面法的巷道围岩钻孔卸压参数优化研究

陈晓祥1,2, 任俊龙1

1.河南理工大学 能源科学与工程学院，河南 焦作  454000；2.煤炭安全生产与省部共建协同创新中心 河南 焦作  454000

摘要: 目的 为了解决巷道围岩严重变形问题，基于组合赋权法和响应面法对巷道围岩钻孔卸压参数进行优化研究。 方法 针对李村煤矿巷道两帮围岩钻孔卸压参数优选问题，结合现场实际工程地质条件，采用Box-Behnken方法设计25组试验方案。应用FLAC3D进行数值模拟分析，获得不同参数条件下的力学响应特征，结合技术经济要求，选取施工成本、两帮移近量、顶底板移近量、最大垂直应力、塑性区面积、施工效率等6个指标，利用层次分析法和主成分分析法组合赋权各评价指标。 结果 提出巷道围岩钻孔卸压参数综合评价模型，克服评价指标单一、主观因素干扰等缺陷，形成系统、准确的评价方法。以规范化综合评分为响应指标、钻孔卸压参数为变量，构建多元二阶回归预测方程。巷道围岩钻孔卸压优化参数为：孔径0.1 m，孔深4 m，间排距1 m×1 m，此时综合效益最佳。 结论 提出的回归预测模型选取的钻孔卸压参数合理可行，降低围岩变形量的同时保证了经济效益，可为相关巷道围岩控制方案设计提供借鉴。

关键词:钻孔卸压;响应面法;参数优化;主成分分析法;层次分析法

doi:10.16186/j.cnki.1673-9787.2023100047

基金项目:国家自然科学基金资助项目（U1504515，51304068）；中国煤炭工业协会指导性研究计划项目（MTKJ2015-251）；河南省高等学校青年骨干教师培养计划项目（2017GGJS055）

收稿日期:2023/10/23

修回日期:2024/05/09

出版日期:2025-12-03

Optimization of borehole drilling and stress relief parameters for tunnel surrounding rock mass based on combination weighting and response surface methods

Chen Xiaoxiang1,2, Ren Junlong1

1.School of Energy Science and Engineering， Henan Polytechnic University， Jiaozuo  454000， Henan， China；2.Collaborative Innovation Center of Coal Work Safety and Clean High Efficiency Utilization， Jiaozuo  454000， Henan， China

Abstract: Objectives With increasing mining depth， deformation of tunnel surrounding rock due to high stress has become increasingly serious. This study aims to optimize borehole stress relief parameters for the sidewalls of the Licun Coal Mine roadway. Methods Based on actual engineering geological conditions， 25 experimental schemes were designed using the Box-Behnken method. Numerical simulations using FLAC3D were performed to analyze the mechanical responses under different parameter combinations. Six evaluation indicators were selected based on technical and economic considerations：  construction cost， convergence of the sidewalls， roof-to-floor convergence， maximum vertical stress， plastic zone area， and construction efficiency. The analytic hierarchy process （AHP） and principal component analysis （PCA） were employed to determine the weights of each evaluation indicator. Results A comprehensive evaluation model for borehole stress relief parameters was established， overcoming limitations of single evaluation criteria and subjective bias， providing a systematic and accurate evaluation methodology. A multivariate second-order regression equation was developed， using normalized comprehensive scores as the response variable and borehole stress relief parameters as independent variables. The optimized borehole stress relief parameters were found to be： borehole diameter 0.1 m， depth 4 m， and spacing 1 m×1 m， achieving the greatest overall benefit. Conclusions The proposed model provides reasonable and feasible borehole stress relief para-meters， effectively controlling surrounding rock deformation while ensuring economic efficiency， and can serve as a reference for roadway surrounding rock control design.

Key words:borehole stress relief;response surface method;parameter optimization;principal component analysis （PCA）;analytic hierarchy process （AHP）