• CSCD核心中文核心科技核心
  • RCCSE(A+)公路运输高质量期刊T1
  • Ei CompendexScopusWJCI
  • EBSCOPж(AJ)JST
二维码

隧道建设(中英文) ›› 2026, Vol. 46 ›› Issue (S1): 29-51.DOI: 10.3973/j.issn.2096-4498.2026.S1.003

• 综述 • 上一篇    下一篇

基于图像识别、随钻参数与多源融合的钻爆法隧道围岩智能分级方法综述

杨佑权1, 2, 林春刚1, 3, 宋仁杰4, *, 苏航1, 3,李雅歌1, 3, 周志彬1, 3, 张丹枫1, 3, 伍毅敏4, 傅鹤林4   

  1. (1. 中铁隧道局集团有限公司, 广东 广州 511458; 2. 中铁隧道局集团建设有限公司, 广西 南宁 530009; 3. 广东省隧道结构智能监控与维护企业重点实验室, 广东 广州 511458; 4. 中南大学土木工程学院, 湖南 长沙 410075)
  • 出版日期:2026-06-30 发布日期:2026-06-30
  • 作者简介:杨佑权(1982—),男,湖南湘潭人,2006年毕业于湖南科技大学,土木工程专业,本科,高级工程师,主要从事隧道工程的施工与管理工作。 E-mail: 21663474@qq.com。 *通信作者: 宋仁杰, E-mail: songrenjie@csu.edu.cn。

A Review of Intelligent Surrounding Rock Classification Methods for Drill-and-Blast Tunnels Based on Image Recognition, While-Drilling Parameters, and Multi-Source Fusion

YANG Youquan1, 2, LIN Chungang1, 3, SONG Renjie4, *, SU Hang1, 3, LI Yage1, 3, ZHOU Zhibin1, 3, ZHANG Danfeng1, 3, WU Yimin4, FU Helin4   

  1. (1. China Railway Tunnel Group Co., Ltd., Guangzhou 511458, Guangdong, China; 2. China Railway Tunnel Group Construction Co., Ltd., Nanning 530009, Guangxi, China; 3. Guangdong Provincial Key Laboratory of Intelligent Monitoring and Maintenance of Tunnel Structure, Guangzhou 511458, Guangdong, China; 4. School of Civil Engineering, Central South University, Changsha 410075, Hunan, China)
  • Online:2026-06-30 Published:2026-06-30

摘要: 围岩分级是钻爆法隧道设计、施工与支护优化的基础环节。传统Q、RMR和BQ等分级体系为围岩质量评价提供了较成熟的工程判定框架,但其信息获取过程仍较大程度依赖现场人工编录与试验参数,存在更新滞后、主观性较强和难以适应施工动态变化等问题。针对此问题,围绕钻爆法隧道施工过程中快速积累的掌子面图像、随钻参数及相关辅助信息,系统梳理围岩智能分级研究进展。首先,通过文献可视化分析概述该领域的研究热度与发展趋势,并归纳为图像识别、随钻参数解译和多源数据融合3个主要方向;其次,总结围岩智能分级的关键支撑技术,包括掌子面岩性、风化程度与地下水状态识别,结构面与裂隙检测、量化,以及随钻参数选取、处理与解译,并阐明其在围岩分级中的中间支撑作用;再次,围绕多源融合围岩分级,归纳数据级、特征级和决策级融合的基本原理、实现流程及适用特点,指出掌子面图像与随钻参数的特征级融合已成为当前研究中的主要实现路径;最后,从分级实现路径角度,将现有方法归纳为直接判别法、量化映射法和特征融合法,并对不同方法的技术流程、适用条件、优势与局限进行分析。研究表明,围岩智能分级正由单一信息源识别向图像识别与随钻参数协同驱动发展,未来研究仍需在量化参数标准化、多任务协同识别、多源深度融合以及现场边缘部署与应用推广等方面进一步完善相关理论。

关键词: 隧道工程, 围岩分级, 钻爆法, 智能感知, 多源数据融合, 特征级融合

Abstract: Surrounding rock classification is a fundamental step in the design, construction, and support optimization of drill-and-blast tunnels. Traditional classification systems, such as Q, RMR, and BQ, provide relatively mature engineering frameworks for evaluating surrounding rock quality. However, the acquisition of classification-related information still heavily relies on manual geological logging and test parameters, resulting in delayed updating, strong subjectivity, and limited adaptability to dynamic construction changes. To address these challenges, based on tunnel-face images, while-drilling parameters, and related auxiliary information rapidly accumulated during drill-and-blast tunnel construction, this paper systematically reviews the research progress in intelligent surrounding rock classification. First, bibliometric visualization is used to summarize the research intensity and development trends in this field, and existing studies are categorized into three main directions: image recognition, while-drilling parameter interpretation, and multi-source data fusion. Second, key supporting technologies for intelligent surrounding rock classification are summarized, including tunnel-face lithology identification, weathering degree and groundwater condition recognition, discontinuity and fracture detection and quantification, and the selection, processing, and interpretation of while-drilling parameters, with their intermediate supporting roles in surrounding rock classification clarified. Furthermore, regarding multi-source fusion-based surrounding rock classification, the basic principles, implementation procedures, and application characteristics of data-level, feature-level, and decision-level fusion are summarized. It is indicated that feature-level fusion of tunnel-face images and while-drilling parameters has become a major implementation route in current research. Finally, from the perspective of classification implementation pathways, existing methods are classified into direct discrimination methods, quantitative mapping methods, and feature fusion methods, and their technical procedures, applicable conditions, advantages, and limitations are analyzed. The review shows that intelligent surrounding rock classification is shifting from single-source information recognition toward collaborative driving by image recognition and while-drilling parameters. Future research should further improve relevant theories in terms of quantitative parameter standardization, multi-task collaborative recognition, deep multi-source fusion, and on-site edge deployment and application promotion.

Key words: tunnel engineering, surrounding rock classification, drill-and-blast method, intelligent sensing, multi-source data fusion, feature-level fusion