JOURNAL ARTICLE
Quantitative evaluation of influence of the soil transportation mode on the excavation efficiency for a shield tunnel based on the Markov chain.
Published In: Journal of Intelligent & Fuzzy Systems, 2023, v. 45, n. 3. P. 4777 1 of 3
Database: Academic Search Ultimate 2 of 3
Authored By: Bai, Zhiqiang; Yang, Zhiyong; Jiang, Yusheng; Gao, Hongji; Sun, Zhengyang; Sun, Wei 3 of 3
Abstract
This article focuses on analyzing the impact of two soil transport modes—continuous belt conveyor and rail train—on the excavation efficiency and expected profit of earth pressure balance (EPB) shield tunneling, using a Markov chain model. The study applies this model to the Beijing Metro New Airport Line first-phase project, defining ideal and non-ideal excavation states to quantitatively evaluate performance. Results indicate that the continuous belt conveyor mode maintains a higher proportion of ideal excavation states, leading to greater excavation efficiency and increased expected profits over time compared to the rail train mode. The findings provide a theoretical and practical reference for selecting soil transport methods in shield tunneling projects, emphasizing the advantages of continuous belt conveyors in long-distance urban subway construction.
Additional Information
- Source:Journal of Intelligent & Fuzzy Systems. 2023/09, Vol. 45, Issue 3, p4777
- Document Type:Article
- Subject Area:History
- Publication Date:2023
- ISSN:1064-1246
- DOI:10.3233/JIFS-223833
- Accession Number:172806224
- Copyright Statement:Copyright of Journal of Intelligent & Fuzzy Systems is the property of Sage Publications Inc. and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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