基于图像补偿的隧道衬砌裂缝检测方法
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王建锋,邱雨,刘水宙
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Tunnel lining crack detection method based on image compensation
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Jian-feng WANG,Yu QIU,Shui-zhou LIU
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表 3 裂缝宽度的对比结果 |
Tab.3 Comparison results of crack width |
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隧道桩号 | | W/mm | | 真实值 | 补偿后值 | 未补偿值 | XZ11+024~XZ11+034 | 1.20 | 1.38 | 1.53 | XZ11+084~XZ11+094 | 1.07 | 1.23 | 0.98 | XZ11+134~XZ11+144 | 2.24 | 2.45 | 2.56 | XZ11+194~XZ11+204 | 1.79 | 1.94 | 2.13 | XZ11+284~XZ11+294 | 1.38 | 1.51 | 1.26 | XZ11+314~XZ11+324 | 0.61 | 0.71 | 0.81 | XZ11+374~XZ11+384 | 1.34 | 1.52 | 1.46 | XZ11+414~XZ11+424 | 1.50 | 1.67 | 1.37 | XZ11+464~XZ11+474 | 1.18 | 1.30 | 1.62 | XZ11+514~XZ11+524 | 1.45 | 1.60 | 1.78 |
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