Advances in Soil-Structure Interaction for Building Structures—2nd Edition

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

Deadline for manuscript submissions: 31 March 2026 | Viewed by 298

Special Issue Editors

College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
Interests: geotechnical engineering; multi-field coupling analysis; numerical simulation
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Guest Editor
College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
Interests: slope stability; chain-induced hazards; tunnelling engineering
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Guest Editor
Institute of Geotechnical and Underground Engineering, Beijing University of Technology, Beijing 100124, China
Interests: failure criterion and constitutive theory for soils; multiscale numerical simulation of granular materials
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Special Issue Information

Dear Colleagues,

This is a follow-up of the first edition of this Special Issue of Buildings, “Advances in Soil-Structure Interaction for Building Structures”.

The soil-structure interaction (SSI) is one of the most important and complex issues in civil engineering, and it has attracted the attention of many scholars in recent decades. Soils and structures, which naturally have different physical and mechanical properties, with compatibility conditions ensuring that their deformation can be analyzed as a whole. SSI changes the stress–strain state of the soil–structure system to some degree, and thus affects the safety and stability of the building. The study of SSI requires the use of interdisciplinary knowledge that includes soil mechanics, structural mechanics, foundation engineering, mathematics, and computer technology. Ultimately, furthering understanding of SSI can provide both a theoretical basis and practical methods for the design, construction, operation, and maintenance of civil engineering structures.

The main aim of this Special Issue is to introduce new cutting-edge theory and approaches to the study of SSI, and areas of interest may include, but are not limited to, the following topics:

  • Laboratory and in situ tests of SSI;
  • Contact surface constitutive theory;
  • Multiscale numerical simulation of SSI;
  • Advanced computational methods for SSI;
  • Application of new theories and approaches to practical engineering.

Dr. Yan Xi
Dr. Jingshu Xu
Dr. Yu Tian
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 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. Buildings 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 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

  • soil-structure interaction
  • deformation compatibility condition
  • contact surface
  • soil constitutive theory
  • substructure method
  • multiscale numerical simulation
  • computational method

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Published Papers (1 paper)

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Research

23 pages, 4760 KB  
Article
Stability and Design Charts for 3D Rectangular Cavity Crowns with Limited Buried Depth in Rock Masses
by Zemian Wang, Zihan Yang, Qiankai Ren, Zhen Huang and Jingshu Xu
Buildings 2025, 15(22), 4151; https://doi.org/10.3390/buildings15224151 - 18 Nov 2025
Viewed by 179
Abstract
A quantitative stability analysis of a three-dimensional (3D) rectangular cavity crown with limited buried depth in generalized Hoek–Brown (GHB) rock mass is conducted employing the limit analysis approach. A 3D collapse mechanism for a shallow-buried rectangular cavity crown is developed, in which the [...] Read more.
A quantitative stability analysis of a three-dimensional (3D) rectangular cavity crown with limited buried depth in generalized Hoek–Brown (GHB) rock mass is conducted employing the limit analysis approach. A 3D collapse mechanism for a shallow-buried rectangular cavity crown is developed, in which the mechanism for a deep-buried cavity crown represents a special case. The equations for three stability measures—that is, the stability number, the factor of safety (FoS), and the required support pressure—are derived. The feasibility of this study is verified. Consequently, a detailed analysis of the three measures is provided, focusing on the variation trends for the stability measures. An increase in the buried depth ratio C/R and strength index GSI enhances the stability of the cavity crown, while an increase in the 3D characteristics index L/R and strength index mi weakens it. Additionally, stability charts for both the required support pressure and FoS are presented for practical engineering applications. Full article
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