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Sustainable Development of Underground Engineering and Tunnel Construction Technology

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Engineering and Science".

Deadline for manuscript submissions: 6 November 2024 | Viewed by 1320

Special Issue Editors


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Guest Editor
School of Highway, Chang’an University, Xi'an 710064, China
Interests: tunnel construction technology under complex geological conditions; response mechanism of loess tunnel structures in a water environment; impact analysis of subway tunnel underpass structures

E-Mail Website
Guest Editor
School of Highway, Chang’an University, Xi'an 710064, China
Interests: structural performance of subway shield tunnels; tunnel structural dynamics; tunnel and underground engineering disaster prevention and control

Special Issue Information

Dear Colleagues,

As an emerging land resource, underground space has emerged as a global development trend. In recent years, the development of underground space has entered a phase of accelerated growth. However, numerous drawbacks are associated with many traditional technologies in the fields of underground engineering and tunnel engineering. These drawbacks include low industrialization, significant environmental impacts, high energy and resource consumption, limited adaptability to development needs, diverse and complex geological conditions, and a low level of intelligence. This approach does not align with the concept of sustainable development, which emphasizes the preservation of ecological environment security and a reduction in energy consumption. To attain sustainable development in underground spaces, numerous countries have developed and implemented a range of new technologies in recent years. These advancements have greatly contributed to the progress of technology in underground engineering and tunnel engineering, fostering the pursuit of the Sustainable Development Goals. This Special Issue entitled, “Sustainable Development of Underground Engineering and Tunnel Construction Technology”, will present the results of research and implementation in this area, with the aim of facilitating the application and promotion of advanced sustainable technologies in underground engineering and tunnel engineering.

In this Special Issue, original research articles and reviews are welcome. Research areas may include (but are not limited to) the following:

  • Ecological environments;
  • Green construction of tunnels;
  • New materials and solid waste utilization in underground engineering;
  • Underground space environments;
  • Waterproof and drainage design of underground spaces;
  • Resource utilization of underground construction waste;
  • Stability control of underground engineering under complex geological conditions;
  • Intelligent control technology;
  • Intelligent early warning;
  • Intelligent monitoring;
  • Disaster prediction;
  • Physical and mental health of construction personnel;
  • Efficient and energy-saving support technology;
  • Green construction and operation technology.

We look forward to receiving your contributions.

Dr. Junling Qiu
Prof. Dr. Jinxing Lai
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. Sustainability 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
  • sustainable development
  • ecological environment
  • tunnel engineering
  • intelligent control

Published Papers (1 paper)

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Research

17 pages, 10462 KiB  
Article
Dynamic Response of Bridge–Tunnel Overlapping Structures under High-Speed Railway and Subway Train Loads
by Shuo Xu, Qiang Xu, Yongquan Zhu, Zhongzheng Guan, Zenghui Wang and Haobo Fan
Sustainability 2024, 16(2), 848; https://doi.org/10.3390/su16020848 - 19 Jan 2024
Viewed by 667
Abstract
With the rapid development of high-speed railroads and subways, there has been an increasing number of bridge–tunnel overlapping structures. To study the dynamic response characteristics of bridge–tunnel structures under the synergistic effects of the vibration generated by high-speed railway and subway trains, the [...] Read more.
With the rapid development of high-speed railroads and subways, there has been an increasing number of bridge–tunnel overlapping structures. To study the dynamic response characteristics of bridge–tunnel structures under the synergistic effects of the vibration generated by high-speed railway and subway trains, the dynamic response characteristics of a bridge–tunnel structure under single-point vibration loading was analyzed by conducting numerical simulations and model tests, with the frequency response function and peak acceleration as the evaluation indices. The dynamic response characteristics of the overlapping structure under moving vibration loads of the high-speed railway and subway trains were further analyzed. The results showed that the dynamic response of the bridge–tunnel overlapping structure increased with the increase in the frequency under the full frequency domain single-point sweep vibration load. The dynamic response of the tunnel hance near the pile foundation side was significantly greater than the vault and invert. Compared with the effect of high-speed train loads alone, the dynamic response of the bridge–tunnel overlapping structure under the synergistic effects of high-speed railways and subways increased significantly and varied at different locations. This investigation provides theoretical support for the design and construction of bridge–tunnel overlapping structures under the synergistic effects of high-speed railways and subways, contributing to improving engineering quality and safety. Full article
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