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Analysis of disc cutter replacement based on wear patterns using artificial intelligence classification models

Authors
Kim, YunheeShin, JaewooKim, Bumjoo
Issue Date
Sep-2024
Publisher
Techno Press
Keywords
artificial intelligence; disc cutter wear pattern; excavation data; multi-class classification model; shield TBM
Citation
Geomechanics and Engineering, v.38, no.6, pp 633 - 645
Pages
13
Indexed
SCIE
SCOPUS
Journal Title
Geomechanics and Engineering
Volume
38
Number
6
Start Page
633
End Page
645
URI
https://scholarworks.dongguk.edu/handle/sw.dongguk/26408
DOI
10.12989/gae.2024.38.6.633
ISSN
2005-307X
2092-6219
Abstract
Disc cutters, used as excavation tools for rocks in a Tunnel Boring Machine(TBM), naturally undergo wear during the tunneling process, involving crushing and cutting through the ground, leading to various wear types. When disc cutters reach their wear limits, they must be replaced at the appropriate time to ensure efficient excavation. General disc cutter life prediction models are typically used during the design phase to predict the total required quantity and replacement locations for construction. However, disc cutters are replaced more frequently during tunneling than initially planned. Unpredictable disc cutter replacements can easily diminish tunneling efficiency, and abnormal wear is a common cause during tunneling in complexground conditions. This study aims to overcome the limitations of existing disc cutter life prediction models by utilizing machine data generated during tunneling to predict disc cutter wear patterns and determine the need for replacements in real-time. Artificial intelligence classification algorithms, including K-nearest Neighbors (KNN), Support Vector Machine (SVM), Decision Tree (DT), and Stacking, are employed to assess the need for disc cutter replacement. Binary classification models are developed to predict which disc cutters require replacement, while multi-class classification models are fine-tuned to identify three categories: no replacement required, replacement due to normal wear, and replacement due to abnormal wear during tunneling. The performance of these models is thoroughly assessed, demonstrating that the proposed approach effectively manages disc cutter wear and replacements in shield TBM tunnel projects.
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