Cited 0 time in
Analysis of disc cutter replacement based on wear patterns using artificial intelligence classification models
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kim, Yunhee | - |
| dc.contributor.author | Shin, Jaewoo | - |
| dc.contributor.author | Kim, Bumjoo | - |
| dc.date.accessioned | 2024-10-07T08:00:10Z | - |
| dc.date.available | 2024-10-07T08:00:10Z | - |
| dc.date.issued | 2024-09 | - |
| dc.identifier.issn | 2005-307X | - |
| dc.identifier.issn | 2092-6219 | - |
| dc.identifier.uri | https://scholarworks.dongguk.edu/handle/sw.dongguk/26408 | - |
| dc.description.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. | - |
| dc.format.extent | 13 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Techno Press | - |
| dc.title | Analysis of disc cutter replacement based on wear patterns using artificial intelligence classification models | - |
| dc.type | Article | - |
| dc.publisher.location | 대한민국 | - |
| dc.identifier.doi | 10.12989/gae.2024.38.6.633 | - |
| dc.identifier.scopusid | 2-s2.0-85204339192 | - |
| dc.identifier.wosid | 001318704500009 | - |
| dc.identifier.bibliographicCitation | Geomechanics and Engineering, v.38, no.6, pp 633 - 645 | - |
| dc.citation.title | Geomechanics and Engineering | - |
| dc.citation.volume | 38 | - |
| dc.citation.number | 6 | - |
| dc.citation.startPage | 633 | - |
| dc.citation.endPage | 645 | - |
| dc.type.docType | Article | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scie | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.relation.journalResearchArea | Engineering | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Geological | - |
| dc.subject.keywordPlus | TBM | - |
| dc.subject.keywordPlus | PARAMETERS | - |
| dc.subject.keywordAuthor | artificial intelligence | - |
| dc.subject.keywordAuthor | disc cutter wear pattern | - |
| dc.subject.keywordAuthor | excavation data | - |
| dc.subject.keywordAuthor | multi-class classification model | - |
| dc.subject.keywordAuthor | shield TBM | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
30, Pildong-ro 1-gil, Jung-gu, Seoul, 04620, Republic of Korea+82-2-2260-3114
Copyright(c) 2023 DONGGUK UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.
