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研究生: 洪毓庭
Yuh-Tyng Hung
論文名稱: 影像辨識於地錨鋼絞線表面鏽蝕判識之應用
Recognition on Borescope Images Taken from Corroded Steel Strands in Ground Anchors
指導教授: 廖洪鈞
Hung-Jiun Liao
口試委員: 紀柏全
Po-Chuan Chi
謝佑明
Yo-Ming Hsieh
學位類別: 碩士
Master
系所名稱: 工程學院 - 營建工程系
Department of Civil and Construction Engineering
論文出版年: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 113
中文關鍵詞: 地錨鋼絞線影像辨識Mask R-CNN防蝕保護
外文關鍵詞: Mask R-CNN model
相關次數: 點閱:127下載:2
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由2010年國道三號走山事件之後,發現台灣地錨邊坡普遍存在著程度不一的地錨繡蝕問題。為了解地錨邊坡的現況,各單位進行了廣泛地地錨檢測工作,其中包含了地錨內視鏡檢測項目。藉由內視鏡檢測,可以快速地看到地錨錨頭下方鋼絞線的鏽蝕狀況,並對鋼絞線之鏽蝕程度予以分級,但因過往都是以人為主觀判斷為主,結果往往是因人而異。因此,本研究將影像辨識技術導入地錨鋼絞線鏽蝕程度之影像判識上,利用Google提供的Colaboratory公開軟體,撰寫及執行Python和Mask R-CNN神經網路模型,並對地錨檢測專業廠商提供之地錨內視鏡鋼絞線的影像圖片,做實例分割和目標檢測,以研判地錨鋼絞線之鏽蝕程度,並做出A級(最嚴重)到D級(輕微)共4級之分級。因受限於現場內視鏡的影像品質,以及案例資料分布以A、B級多於C、D級的情況,因此以影像判釋鋼絞線鏽蝕分級之初步結果,其平均精確度值 ( mAP )僅達0.7左右,但不同廠商之截圖影像和影像級別的分布,對mAP值也會有影響。


After the catastrophic landslide occurred at National Expressway No. 3 in 2010, the ground anchors on the anchored slopes in Taiwan were found suffered from different extents of corrosion through the island wide slope inspection programs. To evaluate the current stability status of anchored slopes, borescope was adopted to inspect the status of steel strands under the anchor head. Based on the borescope images, the corrosion condition of the steel strands was examined and graded by the inspecting engineers. However, it was concerned that such subjective judgments by the engineers might affect the outcome of corrosion grading. This research is aimed to rationalize the grading process on corroded steel strands using the image recognition technology. The open source software Colaboratory by Google was adopted here to write and execute the Python program and Mask R-CNN neural network model to detect the steel strands from the images captured by borescope. Borescope videos and images provided by different companies were used to train the model to differentiate the degrees of steel strand corrosion. Totally, four grade levels from A (very serious) to D (minor) are used to grade the strand corrosion. Due to the not-so-good quality of images obtained from the field borescope inspection and the unevenly distributed case data (i.e., more A and B grade cases than C and D grade cases), the preliminary results only showed a mean average precision (mAP) of about 0.7 for the borescope image recognition; but the mAP values tended to vary with the data distribution and inspection companies.

論文摘要 III Abstract V 致謝 VII 圖目錄 XI 表目錄 XV 第一章 緒論 1 1.1 研究背景 1 1.2 研究動機與目的 1 1.3 論文架構 5 第二章 文獻回顧 7 2.1 地錨構造 7 2.1.2 傳統預力地錨構造之可能進水點 8 2.2 地錨之鏽蝕 10 2.2.1 鏽蝕原理 10 2.2.2 腐蝕的型態 13 2.2.3 腐蝕量計算 15 2.3 基於影像辨識之深度學習 16 2.3.1 機器學習 17 2.3.2 卷積神經網絡( Convolutional Neural Network ) 17 2.3.3 基於區域的卷積神經網絡( Region-based CNN ) 20 2.3.4 Fast R-CNN 22 2.3.5 Faster R-CNN 24 2.3.6 Mask R CNN 27 2.3.7 影像辨識在土木的應用 31 第三章 研究方法 37 3.1 室內試驗計劃 37 3.1.1 實驗材料 37 3.1.2 實驗設備 38 3.1.3 實驗步驟 39 3.1.4 重量損失法量測腐蝕量 41 3.2 Mask R-CNN影像辨識 43 3.2.1 研究軟體及硬體設備 43 3.2.2 實驗資料集 45 3.2.3 圖像增強( Image Augmentation ) 53 3.2.4 Mask R-CNN深度學習模型 56 3.2.5 精確度評估 61 第四章 結果與討論 63 4.1 鋼絞線在不同通電時間下的腐蝕行為 63 4.1.1 鋼絞線腐蝕之量測 63 4.1.2 通電時間與重量損失紀錄 64 4.1.3 室內加速腐蝕之鋼絞線 66 4.1.4 以腐蝕速率變化推估鋼絞線腐蝕量 76 4.2 使用影像辨識分析之結果 79 第五章 結論與建議 91 5.1 結論 91 5.2 建議 93 參考文獻 95

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全文公開日期 2026/10/19 (校外網路)
全文公開日期 2026/10/19 (國家圖書館:臺灣博碩士論文系統)
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