sustainability-logo

Journal Browser

Journal Browser

Sustainable Development and Analysis of Tunnels and Underground Works

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

Deadline for manuscript submissions: 30 November 2025 | Viewed by 2040

Special Issue Editors

School of Civil Engineering, Sun Yat-Sen University, Guangzhou 510275, China
Interests: interaction between underground projects and stratum; shield tunnelling method
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China
Interests: underground engineering; green materials; intelligent construction

E-Mail Website
Guest Editor
School of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, China
Interests: underground engineering; grouting reinforcement; intelligent construction
College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China
Interests: underground engineering; seismic resilience; intelligent construction

Special Issue Information

Dear Colleagues,

With the increasing demand for transportation and urbanization, tunnels and underground works are playing an ever more important role in infrastructure construction and, the thorough analysis and study of their sustainable development is necessary, including aspects such as environmental protection, economic benefits, and maintenance challenges. For example, in the construction of tunnels and underground works, full consideration must be given to impacts on the natural environment, and environmentally friendly materials and technologies must be selected. Secondly, the construction of tunnels and underground works requires huge financial investment, and a comprehensive assessment of the project’s costs is needed. Finally, due to the enormous quantity of tunnels and underground works at present, the proposal of new operation and maintenance technology based on concepts of sustainable development is also worthy of attention.

The aim of this Special Issue, entitled “Sustainable Development and Analysis of Tunnels and Underground Works”, is to gather original fundamental and applied research related to the potential topics, which include, but are not limited to:

(1) Sustainable design methods for tunnels and underground works;

(2) Sustainable construction methods for tunnels and underground works;

(3) Sustainable detection techniques for tunnels and underground works;

(4) Sustainable and environmentally friendly materials for tunnels and underground works;

(5) Sustainable methods of risk management for tunnels and underground works;

(6) Sustainable measures of environmental protection for tunnels and underground works;

(7) Sustainable methods of cost and benefit evaluation for tunnels and underground works;

(8) Intelligence and information technology for tunnels and underground works;

(9) Resilient evaluation and improvement for tunnels and underground works;

(10) Intensive environmental challenges for tunnels and urban underground works.

We look forward to receiving your contributions.

Dr. Yu Liang
Prof. Dr. Jian Zhang
Dr. Cong Zhang
Dr. Jun Shen
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

  • tunnels and underground works
  • sustainable detection techniques
  • risk management
  • intelligence technology
  • intelligent maintenance
  • resilient evaluation
  • resilient improvement

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • Reprint: MDPI Books provides the opportunity to republish successful Special Issues in book format, both online and in print.

Further information on MDPI's Special Issue policies can be found here.

Published Papers (2 papers)

Order results
Result details
Select all
Export citation of selected articles as:

Research

18 pages, 6753 KiB  
Article
Deformation Analysis of 50 m-Deep Cylindrical Retaining Shaft in Composite Strata
by Peng Tang, Xiaofeng Fan, Wenyong Chai, Yu Liang and Xiaoming Yan
Sustainability 2025, 17(13), 6223; https://doi.org/10.3390/su17136223 - 7 Jul 2025
Viewed by 400
Abstract
Cylindrical retaining structures are widely adopted in intercity railway tunnel engineering due to their exceptional load-bearing performance, no need for internal support, and efficient utilization of concrete compressive strength. Measured deformation data not only comprehensively reflect the influence of construction and hydrogeological conditions [...] Read more.
Cylindrical retaining structures are widely adopted in intercity railway tunnel engineering due to their exceptional load-bearing performance, no need for internal support, and efficient utilization of concrete compressive strength. Measured deformation data not only comprehensively reflect the influence of construction and hydrogeological conditions but also directly and clearly indicate the safety and stability status of structure. Therefore, based on two geometrically similar cylindrical shield tunnel shafts in Shenzhen, the surface deformation, structure deformation, and changes in groundwater outside the shafts during excavation were analyzed, and the deformation characteristics under the soil–rock composite stratum were summarized. Results indicate that the uneven distribution of surface surcharge and groundwater level are key factors causing differential deformations. The maximum horizontal deformation of the shafts wall is less than 0.05% of the current excavation depth (H), occurring primarily in two zones: from H − 20 m to H + 20 m and in the shallow 0–10 m range. Vertical deformations at the wall top are mostly within ±0.2% H. Localized groundwater leakage in joints may lead to groundwater redistribution and seepage-induced fine particle migration, exacerbating uneven deformations. Timely grouting when leakage occurs and selecting joints with superior waterproof sealing performance are essential measures to ensure effective sealing. Compared with general polygonal foundation pits, cylindrical retaining structures can achieve low environmental disturbances while possessing high structural stability. Full article
(This article belongs to the Special Issue Sustainable Development and Analysis of Tunnels and Underground Works)
Show Figures

Figure 1

14 pages, 3606 KiB  
Article
Numerical Analysis of Grouting Reinforcement Effects on Deep Foundation Pits Adjacent to Elevated Railways
by Guofei Zhu, Xianlong Wu, Xuhui Li, Le Chang, Yongjie Li, Chuang Lv, Rui Wang and Yingpeng Li
Sustainability 2024, 16(22), 9984; https://doi.org/10.3390/su16229984 - 15 Nov 2024
Viewed by 989
Abstract
To mitigate the impact of foundation pit construction on adjacent existing structures, grouting reinforcement techniques are often employed to enhance the deformation strength of the soil. This study focuses on the expansion project of the Dayun Comprehensive Hub in Shenzhen, conducting full-scale numerical [...] Read more.
To mitigate the impact of foundation pit construction on adjacent existing structures, grouting reinforcement techniques are often employed to enhance the deformation strength of the soil. This study focuses on the expansion project of the Dayun Comprehensive Hub in Shenzhen, conducting full-scale numerical simulations of the excavation of deep foundation pits adjacent to existing elevated railways and examining the effects of different grouting reinforcement schemes. The results indicate that the single-row and double-row grouting schemes increased the bearing capacity of the foundation piles by 23.7% and 31.9%, respectively, significantly enhancing the structural bearing performance. After reinforcement, the maximum deformation position of the elevated bridge foundation piles shifted upward, and the settlement distribution of the cap beam became more concentrated, indicating that grouting reinforcement effectively controlled the ground settlement and the deformation of the foundation piles. Furthermore, compared to controlling the deformation of the retaining structures, grouting reinforcement was more effective in controlling ground settlement and pile deformation, highlighting its advantages in complex environments. Although the double-row grouting scheme demonstrated superior technical performance, the single-row scheme remains the preferred option considering reinforcement efficiency and economic factors. Full article
(This article belongs to the Special Issue Sustainable Development and Analysis of Tunnels and Underground Works)
Show Figures

Figure 1

Back to TopTop