水利与建筑工程学报2024,Vol.22Issue(6) :106-112,120.DOI:10.3969/j.issn.1672-1144.2024.06.015

隧洞衬砌内部缺陷探地雷达正演模拟与应用

Forward Simulation and Application of Ground Penetrating Radar on Internal Defects of Tunnel Lining

陶金 张盛行 官福海 蔡付林 汤雷
水利与建筑工程学报2024,Vol.22Issue(6) :106-112,120.DOI:10.3969/j.issn.1672-1144.2024.06.015

隧洞衬砌内部缺陷探地雷达正演模拟与应用

Forward Simulation and Application of Ground Penetrating Radar on Internal Defects of Tunnel Lining

陶金 1张盛行 2官福海 2蔡付林 1汤雷2
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作者信息

  • 1. 河海大学水利水电学院,江苏 南京 210098
  • 2. 南京水利科学研究院水灾害防御全国重点实验室,江苏 南京 210029
  • 折叠

摘要

混凝土衬砌脱空等内部缺陷一直是水工隧洞的"伴生"病害,对工程的安全运行产生不利影响.探地雷达具有高效无损的特点,被广泛用于结构内部缺陷探测.受限于内部缺陷的复杂性,缺陷不同形状及类型与探测雷达图谱特征形成机制仍不明确,易引起误判.基于时域有限差分法开展规则和不规则脱空含空气、含水缺陷的正演模拟,对雷达图谱、时域、频域响应特征进行分析,并结合雷达波传过程分析其响应机制.结果表明,不规则缺陷使得雷达信号回波形态畸变,出现"多弧状"特征;脱空含水缺陷相较于含空气缺陷雷达回波出现相位反转,上下边界反射信号时间间隔延长,主频向低频偏移.将上述规律应用于某实际隧洞工程探测解译中,准确判别出了缺陷类型和尺寸.

Abstract

Internal defects such as concrete lining empties have always been associated diseases of hydraulic tunnels,which have complex impacts on the safe operation of the project.Ground penetrating radar(GPR)has been widely used to detect internal defects of structures because of its high efficiency and non-destructive characteristics.Due to the complexity of internal defects,the formation mechanism of different shapes and types of defects and detection radar map features is still unclear,which is easy to cause misjudgment.The forward simulation of air and water containing defects in regular and irregular cavitation is carried out based on finite-difference time-domain method.The response characteristics in time domain and frequency domain are analyzed,and the response mechanism is analyzed according to the radar wave transmission process.The results show that the irregular defects make the radar signal echo shape distorted and appear "multi-arc"characteristics.Compared with air-containing defect radar,the phase inversion oc-curs,the time interval of the upper and lower boundary reflection signal is longer,and the main frequency shifts to the low frequency.The above rules are applied to the detection and interpretation of a real tunnel project,and the defect type and size are accurately identified.

关键词

水工隧洞/探地雷达/无损检测/时域有限差分法/正演模拟/时频分析

Key words

hydraulic tunnel/ground-penetrating radar/nondestructive testing/finite difference time domain method/forward simulation/joint time-frequency analysis

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出版年

2024
水利与建筑工程学报
西北农林科技大学

水利与建筑工程学报

影响因子:0.383
ISSN:1672-1144
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