Recent Advances in Soil–Structure Interaction

A special issue of Geotechnics (ISSN 2673-7094).

Deadline for manuscript submissions: 31 August 2025 | Viewed by 2091

Special Issue Editors


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Guest Editor
Department of Civil Engineering, University of Thessaly, GR-38334 Volos, Greece
Interests: soil–structure interaction; tunnels; underground structures; geotechnical earthquake engineering; computational geotechnical engineering

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Guest Editor
Department of Civil Engineering, Aristotle University of Thessaloniki, GR-54124 Thessaloniki, Greece
Interests: soil–structure interaction; earthquake engineering; seismic response of structures; seismic risk assessment, natural hazards
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Special Issue Information

Dear Colleagues,

Soil–structure interaction (SSI) refers to the reciprocal effects between soil and the structures built upon or within it. This interaction is crucial in civil and geotechnical engineering, as it affects the stability, safety, and performance of structures under various loading conditions, including static loads, dynamic loads (like earthquakes), and environmental changes. In this context, SSI constitutes a critical factor in the design of new structures, as well as in the assessment of existing ones. A thorough understanding of SSI allows engineers to create safer, more resilient buildings and infrastructure, ultimately leading to enhanced performance in the face of natural and human-made challenges.

Significant advancements in the investigation of SSI phenomena have been made in recent decades, mainly due to improvements in relevant experimental facilities and the development of enhanced numerical modeling approaches. This Special Issue of Geotechnics will highlight innovative research and methodologies that enhance our understanding of SSI effects.

This Special Issue requests original research papers, review articles, and case studies that contribute to the field of SSI effects. Potential topics include, but are not limited to, the following:

  • Advances in numerical modeling techniques for SSI effects;
  • Experimental studies on SSI (new laboratory and field-testing technics, e.g., centrifuge testing or testing on real-scale models);
  • SSI effects on complex foundation systems (e.g., piled-raft foundations);
  • SSI effects on earth retaining structures;
  • SSI effects on tunnels and embedded structures;
  • Advances on dynamic SSI effects (SSI under earthquake loading or dynamic loadings);
  • Impacts of climate change on soil–structure performance;
  • Innovative materials and construction techniques for improved SSI performance;
  • Technics for controllable SSI performance;
  • Case studies of recent infrastructure projects, where SSI effects affected the design process;
  • SSI effects in a multi-hazard environment.

We look forward to receiving your contributions, which will push the boundaries of knowledge in the field of SSI.

Dr. Grigorios Tsinidis
Dr. Anna Karatzetzou
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. Geotechnics is an international peer-reviewed open access quarterly 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 1000 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
  • advanced numerical modeling
  • physical modeling
  • centrifuge testing
  • foundations of buildings or bridges
  • retaining systems
  • underground structures
  • resilient structures

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Published Papers (3 papers)

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Research

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34 pages, 56150 KiB  
Article
Geotechnical and Structural Damage to the Built Environment of Thessaly Region, Greece, Caused by the 2023 Storm Daniel
by Grigorios Tsinidis and Lampros Koutas
Geotechnics 2025, 5(1), 16; https://doi.org/10.3390/geotechnics5010016 - 1 Mar 2025
Viewed by 552
Abstract
The 2023 storm Daniel hit areas of Greece, Bulgaria, Turkey and Libya, leading to severe flooding phenomena. One of the severely affected areas was the Thessaly Region in central Greece, which was subjected to extreme precipitation, with historic record rainfalls. This paper presents [...] Read more.
The 2023 storm Daniel hit areas of Greece, Bulgaria, Turkey and Libya, leading to severe flooding phenomena. One of the severely affected areas was the Thessaly Region in central Greece, which was subjected to extreme precipitation, with historic record rainfalls. This paper presents an overview of the observed damage to the built environment (buildings, bridges, slopes, etc.) and the resulting soil response or soil–structure interaction phenomena associated with the severe flooding caused by storm Daniel. To assist readers, reported cases of damage and supporting evidence (such as photos, rainfall level, etc.) are introduced in an interactive map of the affected area, illustrating the spatial effects of this severe storm on the built environment. Full article
(This article belongs to the Special Issue Recent Advances in Soil–Structure Interaction)
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15 pages, 4401 KiB  
Article
Numerical Analysis of Jacked and Impact-Driven Pile Installation Procedures in Offshore Wind Turbine Foundations
by Ka Lok Chan, Susana Lopez-Querol and Pedro Martin-Moreta
Geotechnics 2025, 5(1), 11; https://doi.org/10.3390/geotechnics5010011 - 6 Feb 2025
Viewed by 776
Abstract
The increasing global demand for renewable energy has resulted in a high interest in wind power, with offshore wind farms offering better performance than onshore installations. Coastal nations are thus, actively developing offshore wind turbines, where monopiles are the predominant foundation type. Despite [...] Read more.
The increasing global demand for renewable energy has resulted in a high interest in wind power, with offshore wind farms offering better performance than onshore installations. Coastal nations are thus, actively developing offshore wind turbines, where monopiles are the predominant foundation type. Despite their widespread use, the effects of monopile installation methods on the overall foundation behaviour are not sufficiently yet understood. This study investigates how different pile installation procedures—jacked and impact-driven—affect the lateral capacity of monopile foundations under both monotonic and dynamic lateral loads, by comparing them with wished-in-place monopiles, the usual assumption in design, for which no soil disturbance due to installation is considered. Three finite element 3D models were employed to simulate these cases, i.e., wished-in-place monopile, jacked, and impact-driven pile, incorporating soil zoning in the latter cases to replicate the effects of the installation methods. Comparisons between all these models, when subject to lateral monotonic and cyclic loads, are presented and discussed in terms of displacements in the soil and horizontal normal stresses. Results reveal that these installation methods significantly influence soil reactions, impacting the lateral performance of monopiles under both monotonic and dynamic conditions. The impact-driven pile demonstrated the most significant influence on the monopile behaviour. These findings highlight the need for engineers to account for installation effects in the design of monopile foundations to enhance performance and reliability, as well as the optimisation of their design. Full article
(This article belongs to the Special Issue Recent Advances in Soil–Structure Interaction)
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Review

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31 pages, 685 KiB  
Review
Seismic Behavior of Retaining Walls: A Critical Review of Experimental and Numerical Findings
by Sabahat Ali Khan, Mourad Karray and Patrick Paultre
Geotechnics 2025, 5(2), 25; https://doi.org/10.3390/geotechnics5020025 - 4 Apr 2025
Viewed by 174
Abstract
For reliable seismic design of earth-retaining structures, it is critical to accurately assess the magnitude and distribution of dynamic earth pressures. Over the years, numerous experimental and numerical studies have sought to clarify the complex soil–structure interactions in backfill–wall systems under seismic loads. [...] Read more.
For reliable seismic design of earth-retaining structures, it is critical to accurately assess the magnitude and distribution of dynamic earth pressures. Over the years, numerous experimental and numerical studies have sought to clarify the complex soil–structure interactions in backfill–wall systems under seismic loads. This article expands on an earlier review by the authors of analytical and field performance studies addressing the seismic behavior of retaining walls. Despite extensive research, there is still no consensus on a standardized seismic evaluation method or on the necessity of including seismic loads in the design of retaining structures. This review critically examines notable experimental and numerical findings on dynamic lateral earth pressure, highlighting that the current design practices cannot be generally applied to all types of retaining structures. More importantly, these practices often rely on experimental data extrapolated beyond their original applicability. Full article
(This article belongs to the Special Issue Recent Advances in Soil–Structure Interaction)
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