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Recent Advances in Geotechnical Structures and Soil–Structure Interaction

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 January 2026 | Viewed by 510

Special Issue Editors


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Guest Editor
School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China
Interests: seasonally frozen region; expansive soils; combined effects of freeze–thaw and snowmelt; macro–meso–micro coupling mechanism; disaster prevention method
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Mechanics and Engineering Science, Shanghai University, Shanghai 200444, China
Interests: engineering geology; geotechnical engineering; multifield coupled modeling; environmental geotechnics; frozen soil; soil improvement
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Geotechnical structures in cold and polar environments face challenges from extreme temperatures, freeze–thaw cycles, and ice loading; therefore, understanding soil–structure interaction is crucial in terms of ensuring stability and durability in Arctic, Antarctic, and high-altitude frozen regions. Advances in material science, numerical modeling, and field monitoring have enhanced infrastructure design in these harsh conditions.

This Special Issue highlights cutting-edge research on geotechnical engineering in cold regions, including permafrost mechanics, ice–structure interaction, and sustainable construction techniques. Papers on new and emerging topics within the general discipline are also encouraged, and we invite contributions on innovative design methods, numerical simulations, and experimental studies that advance knowledge of polar and seasonally frozen environments.

Areas of interest include, but are not limited to, the following topics:

  • Soil–structure interaction under freeze-thaw cycles—impacts on pipelines, roads, railways, and offshore structures.
  • Numerical and physical modeling—advanced finite element analysis (FEA), discrete element methods (DEMs), smoothed-particle hydrodynamics (SPH), and the coupled methods, e.g., SPH-FEM, FEA-DEM, etc. Including physical tests for geotechnics, such as centrifuge testing, especially in cold region geotechnics.
  • Innovative materials and construction techniques—frost-resistant materials, thermal insulation methods, and eco-friendly stabilization approaches.
  • Remote sensing and monitoring—applications of UAVs, satellite imagery, and IoT-based sensors for real-time structural health monitoring.
  • Case studies and field experiments—lessons learned from Arctic and Antarctic seasonally frozen region infrastructure projects, including failures and mitigation strategies.
  • Numerical simulation and advanced algorithms—multi-objective optimization algorithms and machine learning for parameter optimization, ensuring the safety, economic viability, and sustainability of geotechnical engineering, especially in frozen soil engineering and mining engineering
  • Geotechnical engineering stability assessment and reinforcement—slope engineering, roadway and tunnel engineering under dynamic loads (including conventional conditions), and deep-buried ground stress, continuous rock masses and discontinuous rock masses such as joints.

Dr. Shengyi Cong
Dr. Xudong Zhang
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. Applied Sciences 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

  • cold-region geotechnics
  • frozen soil mechanics
  • soil–structure interaction
  • hydro–thermo–mechanical coupling modeling
  • remote sensing and monitoring
  • field experiments and case studies

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Published Papers (1 paper)

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Research

28 pages, 7252 KB  
Article
Study on the Deformation Energy Evolution Characteristics and Instability Prediction Model of Weak Surrounding Rock in Tunnels
by Chuang Sun, Zhengyang Xu, Jianjun Zhang, Yunbo Pu, Qi Tao, Ye Zhou, Xibin Guan and Tianhao Liu
Appl. Sci. 2025, 15(19), 10478; https://doi.org/10.3390/app151910478 - 27 Sep 2025
Viewed by 297
Abstract
This study focuses on tunnel construction in fault fracture zones and systematically investigates the energy evolution and damage catastrophe mechanisms of surrounding rock during excavation, based on energy conservation principles and cusp catastrophe theory. A tunnel instability prediction and support optimization framework integrating [...] Read more.
This study focuses on tunnel construction in fault fracture zones and systematically investigates the energy evolution and damage catastrophe mechanisms of surrounding rock during excavation, based on energy conservation principles and cusp catastrophe theory. A tunnel instability prediction and support optimization framework integrating energy damage evolution and intelligent optimization algorithms was developed. Field tests, rock mechanics experiments, and Discrete Fracture Network (DFN) numerical simulations reveal the intrinsic relationships among energy input, dissipation, damage accumulation, and instability under complex geological conditions. Particle Swarm Optimization–Back Propagation (PSO-BP) is applied to optimize tunnel support parameters. Model performance is evaluated using the Mean Absolute Error (MAE), Mean Squared Error (MSE), Mean Absolute Percentage Error (MAPE), and R-squared (R2). The results show that upon reaching structural mutation zones, the system damage variable (ds), displacement, and dissipated energy increase abruptly, indicating critical instability. Numerical simulation and catastrophe feature analysis demonstrate that energy-related damage accumulation is effectively suppressed, the system damage variable decreases significantly, and crown stability is greatly enhanced. These findings provide a theoretical basis and practical reference for optimizing tunnel support design and controlling instability risks in complex geological settings. Full article
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