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In drill-and-blast tunnel construction, the geometric configuration and retained dimensions of the core soil directly influence tunnel settlement magnitude and surrounding rock stability. Traditional manual monitoring methods are inherently subjective, inefficient, and fail to meet real-time monitoring requirements. This paper proposes an automated core soil monitoring method based on an improved YOLO framework. By defining core soil feature points, a standardized annotation system is established. A lightweight detection model incorporating the Convolutional Block Attention Module (CBAM) is designed, effectively suppressing false detections caused by uneven illumination, dust interference, and blurred soil boundaries. Integrated with perspective geometry vanishing point prediction techniques, the VPTR model is employed for vanishing point detection and geometric constraints. This approach corrects perspective distortion errors in core soil cross-section shape calculation, incorporates core soil dimensions and proportions into potential risk classification criteria. For engineering deployment, knowledge distillation and dynamic precision-switching techniques are adopted to enable lightweight operation on edge computing devices, supporting the real-time decision-making demands of "monitoring while excavating".

, authors=Ruijun LIAN1, 2, 3, Hanqing LI1, 2, 3, Peiyin LYU3, 4, 5, Songling XING6, authorsList=Ruijun LIAN, Hanqing LI, Peiyin LYU, Songling XING, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1308453928832627407, articleId=1308453928211870413, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=基于YOLO视觉识别的隧道核心土监测技术研究, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

在矿山法隧道施工中,传统的人工监测方法存在主观性强、效率低且无法满足实时监测要求,针对此问题,提出一种基于改进YOLO模型框架的核心土自动监测方法,通过定义核心土特征点构建标准化标注体系,设计融合卷积块注意力模块的轻量化检测模型,有效抑制光照不均、粉尘干扰及土体边界模糊导致的误检。结合透视几何灭点预测技术,采用VPTR模型进行灭点检测与几何约束,修正核心土截面形态计算过程中因透视产生的偏差,并将核心土尺寸、比例纳入隐患分级标准。工程化部署中,采用知识蒸馏与动态精度切换技术实现边缘计算设备轻量化运行,支持“边掘进、边监测”的实时决策需求。

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廉瑞军,男,硕士,高级工程师,从事轨道交通建设过程管理和安全质量控制新型理论与技术的研究,

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廉瑞军,男,硕士,高级工程师,从事轨道交通建设过程管理和安全质量控制新型理论与技术的研究,

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基于YOLO视觉识别的隧道核心土监测技术研究
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廉瑞军 1, 2, 3 , 李汉青 1, 2, 3 , 吕培印 3, 4, 5 , 邢松龄 6
都市快轨交通 | 土建技术 2026,39(2): 73-80
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都市快轨交通 |土建技术 2026 , 39 (2) : 73 -80
基于YOLO视觉识别的隧道核心土监测技术研究
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廉瑞军,男,硕士,高级工程师,从事轨道交通建设过程管理和安全质量控制新型理论与技术的研究,

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廉瑞军1, 2, 3 , 李汉青1, 2, 3, 吕培印3, 4, 5, 邢松龄6
作者信息
  • 1.北京市轨道交通建设管理有限公司,北京 100068
  • 2.城市轨道交通全自动运行系统与安全监控北京市重点实验室,北京 100068
  • 3.城市轨道交通设备全生命周期安全检测技术实验室,北京 100068
  • 4.北京城市轨道交通咨询有限公司,北京 100068
  • 5.城市轨道交通系统安全保障技术国家工程实验室,北京 100068
  • 6.北京市基础设施投资有限公司,北京 100101
作者简介:

廉瑞军,男,硕士,高级工程师,从事轨道交通建设过程管理和安全质量控制新型理论与技术的研究,

Research on Tunnel Core Soil Monitoring Technology Using YOLO-Based Visual Recognition
Ruijun LIAN1, 2, 3 , Hanqing LI1, 2, 3, Peiyin LYU3, 4, 5, Songling XING6
Affiliations
  • 1.Beijing MTR Construction Administration Co., Ltd., Beijing 100068
  • 2.Beijing key Laboratory of Fully Automatic Operation and Safety Monitoring For Urban Rail Transit, Beijing 100068
  • 3.Laboratory for Safety Testing Technology of Urban Rail Transit Equipment throughout the Whole Life Cycle, Beijing 100068
  • 4.Beijing Metro Consultancy Corporation Limited, Beijing 100068
  • 5.National Engineering Laboratory for Urban Rail Transit System Safety Assurance Technology, Beijing 100068
  • 6.Beijing Infrastructure Investment Company Limited, Beijing 100101
doi: 10.3969/j.issn.1672-6073.2026.02.009
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在矿山法隧道施工中,传统的人工监测方法存在主观性强、效率低且无法满足实时监测要求,针对此问题,提出一种基于改进YOLO模型框架的核心土自动监测方法,通过定义核心土特征点构建标准化标注体系,设计融合卷积块注意力模块的轻量化检测模型,有效抑制光照不均、粉尘干扰及土体边界模糊导致的误检。结合透视几何灭点预测技术,采用VPTR模型进行灭点检测与几何约束,修正核心土截面形态计算过程中因透视产生的偏差,并将核心土尺寸、比例纳入隐患分级标准。工程化部署中,采用知识蒸馏与动态精度切换技术实现边缘计算设备轻量化运行,支持“边掘进、边监测”的实时决策需求。

矿山法隧道  /  核心土  /  YOLO框架  /  关键点检测  /  灭点检测

In drill-and-blast tunnel construction, the geometric configuration and retained dimensions of the core soil directly influence tunnel settlement magnitude and surrounding rock stability. Traditional manual monitoring methods are inherently subjective, inefficient, and fail to meet real-time monitoring requirements. This paper proposes an automated core soil monitoring method based on an improved YOLO framework. By defining core soil feature points, a standardized annotation system is established. A lightweight detection model incorporating the Convolutional Block Attention Module (CBAM) is designed, effectively suppressing false detections caused by uneven illumination, dust interference, and blurred soil boundaries. Integrated with perspective geometry vanishing point prediction techniques, the VPTR model is employed for vanishing point detection and geometric constraints. This approach corrects perspective distortion errors in core soil cross-section shape calculation, incorporates core soil dimensions and proportions into potential risk classification criteria. For engineering deployment, knowledge distillation and dynamic precision-switching techniques are adopted to enable lightweight operation on edge computing devices, supporting the real-time decision-making demands of "monitoring while excavating".

drill-and-blast tunneling  /  core soil  /  YOLO framework  /  keypoint detection  /  vanishing point detection
廉瑞军, 李汉青, 吕培印, 邢松龄. 基于YOLO视觉识别的隧道核心土监测技术研究. 都市快轨交通, 2026 , 39 (2) : 73 -80 . DOI: 10.3969/j.issn.1672-6073.2026.02.009
Ruijun LIAN, Hanqing LI, Peiyin LYU, Songling XING. Research on Tunnel Core Soil Monitoring Technology Using YOLO-Based Visual Recognition[J]. Urban Rapid Rail Transit, 2026 , 39 (2) : 73 -80 . DOI: 10.3969/j.issn.1672-6073.2026.02.009
  • 北京市科技计划(Z251100004525002)
  • 北京市基础设施投资有限公司科研项目(2023-GD-15)
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2026年第39卷第2期
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doi: 10.3969/j.issn.1672-6073.2026.02.009
  • 接收时间:2025-08-25
  • 首发时间:2026-09-20
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  • 收稿日期:2025-08-25
  • 修回日期:2025-11-11
基金
北京市科技计划(Z251100004525002)
北京市基础设施投资有限公司科研项目(2023-GD-15)
作者信息
    1.北京市轨道交通建设管理有限公司,北京 100068
    2.城市轨道交通全自动运行系统与安全监控北京市重点实验室,北京 100068
    3.城市轨道交通设备全生命周期安全检测技术实验室,北京 100068
    4.北京城市轨道交通咨询有限公司,北京 100068
    5.城市轨道交通系统安全保障技术国家工程实验室,北京 100068
    6.北京市基础设施投资有限公司,北京 100101
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2种不同金属材料的力学参数

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Number of
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种数
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鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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