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Advances in Smart Underground Construction and Tunneling Design

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 1421

Special Issue Editors


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Guest Editor
School of Qilu Transportation, Shandong University, Jinan 250061, China
Interests: soil-geostructure interaction; tunnelling engineering; deformation control and lining reinforcement of tunnels; intelligent geotechnical investigation

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Guest Editor
State Key Laboratory of Intelligent Construction and Health Operation & Maintenance of Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China
Interests: geotechnical engineering; soil mechanics; plasticity

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Guest Editor
Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 611756, China
Interests: physical and mechanical properties of special soils; mechanism of soil-structure interaction
Special Issues, Collections and Topics in MDPI journals

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Guest Editor Assistant
School of Qilu Transportation, Shandong University, Jinan 250002, China
Interests: automatic construction; solid waste utilization; soil-structure interaction

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Guest Editor Assistant
School of Qilu Transportation, Shandong University, Jinan 250002, China
Interests: physics-informed machine learning; multiphysics coupling; constitutive modelling; soil-structure interaction

Special Issue Information

Dear Colleagues,

With rapid urbanization and growing infrastructure demands, underground construction has become pivotal for sustainable development, offering solutions to space constraints and environmental challenges. This Special Issue will explore cutting-edge advancements in underground construction and tunneling design, emphasizing multidisciplinary innovations, digital intelligence developments, and sustainability. Papers should cover diverse aspects, such as geological surveys, design and modeling methods, construction techniques, the maintenance of underground structures, and relevant case studies, featuring AI, robotics, and smart monitoring systems for safety and efficiency. The Special Issue aims to drive innovation and improvement in underground construction and tunneling design, fostering intelligent, sustainable and resilient underground infrastructure.

Prof. Dr. Peizhi Zhuang
Dr. Pinqiang Mo
Dr. Ran Yuan
Guest Editors

Dr. Hong-Ya Yue
Dr. He Yang
Guest Editor Assistants

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 250 words) can be sent to the Editorial Office for assessment.

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

  • advances in underground intelligent construction
  • AI-driven innovations for underground and tunnel engineering
  • Resilience-based design of underground and tunnel infrastructure
  • advanced analytical solutions and numerical methods for underground and tunnel engineering
  • health monitoring and predictive maintenance of underground structures
  • robotics for hazardous underground work
  • smart monitoring systems

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Published Papers (1 paper)

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Research

26 pages, 5518 KB  
Article
Mechanism of Time-Dependent Deformation and Support Collaborative Failure in Water-Rich Red-Bed Soft Rock Tunnels
by Jin Wu, Feng Peng, Zhiyi Jin, Zhize Han, Geng Cheng and Jiaxin Jia
Appl. Sci. 2025, 15(17), 9810; https://doi.org/10.3390/app15179810 - 7 Sep 2025
Cited by 1 | Viewed by 1085
Abstract
Substantial time-dependent deformation and support failure in deep tunnels through water-rich red-bed soft rock present critical engineering challenges, yet the underlying mechanisms under hydro-mechanical coupling remain inadequately quantified. This study integrates wireless remote monitoring, laboratory testing, and theoretical analysis to investigate the stress-deformation [...] Read more.
Substantial time-dependent deformation and support failure in deep tunnels through water-rich red-bed soft rock present critical engineering challenges, yet the underlying mechanisms under hydro-mechanical coupling remain inadequately quantified. This study integrates wireless remote monitoring, laboratory testing, and theoretical analysis to investigate the stress-deformation behavior of surrounding rock and support structures. Results reveal that deformation evolves through four distinct stages as follows: sharp, slow, stable, and creep, with the creep stage—governed by pore-water pressure—accounting for over 40% of total displacement. Groundwater-induced clay mineral hydration and stress redistribution significantly weaken rock self-support capacity. Support elements exhibit degraded performance; rock bolts suffer interfacial bond failure, steel arches yield asymmetrically, and the secondary lining resists transmitted deformation pressure. A novel deformation rate-based failure criterion is proposed, revealing a progressive “local breakthrough-chain transmission–global instability” failure pathway. These findings provide a theoretical basis for stability control in deep buried tunnels under hydro-mechanical coupling. Full article
(This article belongs to the Special Issue Advances in Smart Underground Construction and Tunneling Design)
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