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Advances in Tunnel Excavation and Underground Construction

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 February 2026 | Viewed by 754

Special Issue Editors


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Guest Editor
School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
Interests: intelligent construction and operation of tunnels; design and construction of mountain tunnel; safety and environmental control of subway construction
School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China
Interests: intelligent construction of TBM/shield tunnel; new technology for tunnel excavation; innovative materials for tunnel construction

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Guest Editor
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China
Interests: fluid flow; Fractal; nonlinear flow; rock fracture networks
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Special Issue Information

Dear Colleagues,

Driven by rapid urbanization and the escalating demand for sustainable infrastructure, tunnel excavation and underground construction are encountering unprecedented opportunities and challenges. Efficient, safe, and intelligent techniques for tunneling and underground structure development are pivotal to advancing modern transportation networks, building resilient cities, and optimizing land use.

This Special Issue seeks to collate cutting-edge research and practical advancements in the field of tunnel and underground engineering.

We cordially invite contributions from experts worldwide with a focus on the following (but not limited to) topics: mechanized tunneling (TBM/shield), optimization and innovation in drilling and blasting, excavation stability control under complex geological conditions, rock/soil–structure interaction mechanisms, advanced monitoring and non-destructive testing, numerical simulation and intelligent prediction methods, seismic performance and long-term behavior of underground structures, green construction technologies and sustainability assessment, innovative technology and materials for tunnel construction, and construction safety and risk management.

This collection will showcase groundbreaking technologies, innovative methodologies, and best practices that are pushing the boundaries of tunnel engineering. It aims to provide invaluable insights and solutions for engineers, researchers, and policymakers tackling the intricate challenges of future underground space development.

We therefore invite investigators to contribute to this Special Issue with original research papers. High-quality case studies and critical literature reviews are also welcome.

Dr. Wangping Qian
Dr. Zeen Wan
Dr. Richeng Liu
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • tunnel excavation
  • underground construction
  • mechanized tunneling
  • ground stability
  • support systems
  • artificial intelligence applications, numerical modeling
  • construction safety
  • construction monitoring
  • risk management
  • sustainability

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Published Papers (1 paper)

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Research

30 pages, 3814 KB  
Article
Resilience Assessment of Safety System in EPB Construction Based on Analytic Network Process and Extension Cloud Model
by Jinliang Bai, Xuewei Li, Xinqing Hao, Dapeng Zhu and Yangkun Zhou
Appl. Sci. 2025, 15(17), 9802; https://doi.org/10.3390/app15179802 - 6 Sep 2025
Viewed by 440
Abstract
In urban underground construction, Earth Pressure Balance (EPB) tunneling faces complex geological uncertainties and dynamic operational risks. Traditional safety management approaches often struggle under such conditions. This paper proposes an integrated safety resilience assessment framework for EPB tunneling that combines an entropy-weighted TOPSIS [...] Read more.
In urban underground construction, Earth Pressure Balance (EPB) tunneling faces complex geological uncertainties and dynamic operational risks. Traditional safety management approaches often struggle under such conditions. This paper proposes an integrated safety resilience assessment framework for EPB tunneling that combines an entropy-weighted TOPSIS method, the Analytic Network Process (ANP), and an extension cloud model to capture interdependencies and uncertainties. A hierarchical indicator system with four primary dimensions (stability, redundancy, efficiency, and fitness) is constructed. The entropy-TOPSIS algorithm provides objective initial weights and scenario ranking, while ANP models the feedback relationships among criteria. The extension cloud model quantifies fuzziness in expert judgments and converts qualitative assessments into probabilistic resilience ratings. The methodology is applied to a case study of the EPB shield tunnel section of Jinan Metro Line 6 (China). The section’s resilience is classified as a medium level, which agrees with expert evaluation. The results demonstrate that the proposed approach yields accurate and robust safety resilience evaluations, supporting data-driven decision-making. This framework offers a quantitative tool for resilience-based safety management of shield tunneling projects, providing guidance for shifting from traditional risk control toward a resilience-enhancement strategy. Full article
(This article belongs to the Special Issue Advances in Tunnel Excavation and Underground Construction)
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