Monitoring, Prevention and Control of Dynamic Disasters in Underground Space Engineering

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

Deadline for manuscript submissions: 30 September 2024 | Viewed by 994

Special Issue Editors


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College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
Interests: underground tunnels; rock dynamics; coal mines; earthquake; blast vibration
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Guest Editor
College of Mining Engineering, Hamedan University of Technology, Hamedan 65155579, Iran
Interests: underground excavations; laboratory testing of materials; modeling of crack growth in rock engineering structures
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Guest Editor
School of Mechanics and Civil Engineering, University of Mining and Technology, Xuzhou 221116, China
Interests: underground tunnels; rock dynamics; dynamic disaster; blasting vibration and damage evolution
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Guest Editor
Department of Civil Engineering, Nanjing University of Science of Technology, Nanjing 210094, China
Interests: rock and soil dynamics; earthquake; underground engineering
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Special Issue Information

Dear Colleagues,

The demand for the social economy, underground mining, tunnels, pipe galleries, and civil air defense and other underground space projects has developed rapidly. However, the continuous development process of underground space engineering is often troubled by dynamic disasters, such as rock burst, collapse, water inrush, lining cracks, and so on. How to prevent and control dynamic disasters in underground space engineering is a key scientific issue to ensure the safe construction and operation of underground space engineering.

This Special Issue, titled "Monitoring, Prevention and Control of Dynamic Disasters in Underground Space Engineering", invites the submission of manuscripts covering a wide range of topics, from basic research to more applied explorations and comprehensive case studies. Topics of interest for this Special Issue include, but are not limited to:

  • Monitoring technology for underground space engineering;
  • Prevention and control theories and methods for underground space engineering;
  • The impact of underground space engineering construction on the surrounding environment;
  • Case analysis of underground space disasters;
  • Safety assessment of underground space engineering;
  • Refined modeling of underground space engineering;
  • High-performance concrete materials;
  • Mechanical properties of materials.

You may choose our Joint Special Issue in Buildings.

Dr. Xiao Wang
Dr. Vahab Sarfarazi
Dr. Lixiang Xie
Dr. Linlin Gu
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

  • underground space engineering
  • dynamic disasters
  • monitoring technology
  • prevention and control methods
  • refined modeling
  • mechanical properties analysis
  • safety evaluation

Published Papers (1 paper)

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Research

18 pages, 11158 KiB  
Article
Evaluation of the Dynamic Stability of Underground Structures Assuming a Hydrogen Gas Explosion Disaster in a Shallow Underground Hydrogen Storage Facility
by Gyu-Hyun Go, Van-Hoa Cao, YoungSeok Kim, Hyun-Jun Choi, Se-Wook Oh and Min-Jun Kim
Appl. Sci. 2023, 13(22), 12317; https://doi.org/10.3390/app132212317 - 14 Nov 2023
Viewed by 814
Abstract
Amid the ongoing global warming crisis, there has been growing interest in hydrogen energy as an environmentally friendly energy source to achieve carbon neutrality. A stable and large-scale hydrogen storage infrastructure is essential to satisfy the increasing demand for hydrogen energy. Particularly for [...] Read more.
Amid the ongoing global warming crisis, there has been growing interest in hydrogen energy as an environmentally friendly energy source to achieve carbon neutrality. A stable and large-scale hydrogen storage infrastructure is essential to satisfy the increasing demand for hydrogen energy. Particularly for hydrogen refueling stations located in urban areas, technological solutions are required to ensure the stability of adjacent civil structures in the event of hydrogen storage tank explosions. In this study, a numerical analysis using equivalent trinitrotoluene (TNT) and Concrete Damage Plasticity (CDP) models was employed to analyze the dynamic behavior of the ground in response to hydrogen gas explosions in shallow underground hydrogen storage facilities and to assess the stability of nearby structures against explosion effects. According to the simulation results, it was possible to ensure the structural stability of nearby buildings and tunnel structures by maintaining a minimum separation distance. In the case of nearby building structures, a distance of at least 6 to 7 m is needed to be maintained from the underground hydrogen storage facility to prevent explosion damage from a hydrogen gas explosion. For nearby tunnel structures, a distance of at least 10 m is required to ensure structural stability. Full article
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