Advances in Building Foundation Engineering and Underground Structures

A special issue of Buildings (ISSN 2075-5309). This special issue belongs to the section "Building Structures".

Deadline for manuscript submissions: 30 June 2025 | Viewed by 596

Special Issue Editors

School of Civil Engineering and Transportation, Guangzhou University, Guangzhou 510006, China
Interests: underground engineering; building foundation engineering; soil dynamics

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Guest Editor
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
Interests: building foundation engineering; slope engineering; underground engineering

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Guest Editor
1. Department of Structural Engineering, Mansoura University, Mansoura 35516, Egypt
2. Division of Engineering, New York University Abu Dhabi, Abu Dhabi 129188, United Arab Emirates
Interests: experimental modeling; geotechnical centrifuge; numerical modeling; soil dynamics; liquefaction evaluation; bioremediation; AI in geotechnics

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Guest Editor
1. Department of Geosciences, University of Padova, Via Gradenigo 6, 35131 Padova, Italy
2. Department of Cultural Heritage, University of Padova, Piazza Capitaniato 7, 35131 Padova, Italy
3. Department of Information Engineering, University of Padova, Via Gradenigo 6/b, 35131 Padova, Italy
Interests: seismic behavior of structures and bridges; seismic isolation; structural vulnerability; impact of catastrophic events

Special Issue Information

Dear Colleagues,

In the face of rapid urbanization and increasing infrastructure demands, ensuring the stability and resilience of building foundations and underground structures has become a critical challenge. Urban expansion necessitates sophisticated solutions to address issues such as soil–structure interaction, groundwater control, and environmental sustainability. These challenges are exacerbated by the growing frequency of natural disasters, making resilient foundation designs essential for the safety and longevity of urban structures.

To address these pressing needs, this Special Issue aims to bring together cutting-edge research and practical solutions in building foundation engineering and underground structures. We invite contributions that explore innovative design methodologies, advanced construction techniques, and new material applications. Topics of interest include soil–structure interaction, tunneling, ground improvement, resilient systems for disaster mitigation, sustainable practices, and smart technologies.

We seek submissions of original research, comprehensive reviews, and practical case studies that highlight significant advancements and interdisciplinary approaches. By disseminating this knowledge, we hope to foster collaboration and drive the development of sustainable and resilient construction practices. The field of building foundation engineering and underground structures has seen rapid advancements in recent years, driven by the growing demands of urbanization, infrastructure development, and the need for sustainable construction practices.

Dr. Yi Shan
Dr. Junsheng Chen
Dr. Waleed El-Sekelly
Dr. Marco Donà
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. Buildings is an international peer-reviewed open access monthly 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 2600 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

  • innovative foundation design
  • soil-structure interaction
  • tunneling and underground construction
  • ground improvement
  • resilient foundation systems
  • sustainable materials and smart technologies
  • case studies of significant projects

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Published Papers (1 paper)

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Research

13 pages, 2592 KiB  
Article
Numerical Simulation for Risk Assessment of Tunnel Construction through Fault Fracture Zones
by Xingzhong Nong, Wenfeng Bai, Shixuan Yi, Zizhao Lu and Yi Lu
Buildings 2024, 14(10), 3161; https://doi.org/10.3390/buildings14103161 - 4 Oct 2024
Viewed by 268
Abstract
This study explores the deformation characteristics of surrounding rock during tunnel construction through fault fracture zones. A numerical model is established using ABAQUS to analyze the interaction between the shield machine, support system, and geotechnical materials. The model incorporates key factors, including palm [...] Read more.
This study explores the deformation characteristics of surrounding rock during tunnel construction through fault fracture zones. A numerical model is established using ABAQUS to analyze the interaction between the shield machine, support system, and geotechnical materials. The model incorporates key factors, including palm face support force, grouting pressure, and the friction between the shield shell and surrounding rock. The results show that the plastic zone of the surrounding rock is concentrated within the fault zone and at the junction with normal rock, propagating along the contact surface. In the loosening zone, stress and strength are significantly reduced, leading to crack expansion and plastic slip. Without adequate support, these conditions can result in tunnel destabilization. The displacement of the surrounding rock is most prominent during the detachment of the shield tail and the synchronized grouting phase. These findings provide valuable insights for improving tunnel construction safety and stability in fault fracture zones, where the integrity of the surrounding rock is compromised by fractures and fissures. However, the constructed models may restrict the ability to capture all complex material behaviors and interactions that could arise in actual field conditions. Full article
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